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Home My WebLink AboutBuilding PlansII 8 2 8 Aj 4 3 d 3 c C A 1430 CULVER DRIVE NE, PALM BAY, FL 32907 Tel= (321) 733-7092 Fax: (321) 733-7972 • STATE OF FLORIDA DESIGN CRITERIA: CERTIFIED BUILDING CONTRACTOR: -FW10A BUILDING CODE, RESIDENTIM4 STH EDMON (2017) •ALL LOCAL AND STATE CODES DR HORTON HOMES .00CUPANCY - RESIDENTIAL, GROUP R3 1430 CULVER DRIVE NE • CONSTRUCTION TYPE — VB PALM BAY, FL 32907 •MIN. INTERIOR FINISH — CLASS B •BASIC WIND SPEED — Vult=160 MPH TEL: (321) 733-7092 Vasd=124 MPH FAX: (321) 733-7972 •EXPOSURE — C 91-STORY RESIDENCE - •2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES • STATE OF FLORIDA PROFESSIONAL ARCHITECT: MICHAEL C. ANDERSON AR No. 17305 A.B. DESIGN GROUP, LLC 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA 32901 Tel: (321) 802-3591 DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON THE DRAWING SET. SQ.FT. CALC.'S LIVING 1916 SQ. FT. GARAGE 430 SQ. FT. ENTRY 16 SQ. FT. LANAI 130 SQ. FT. TOTAL 2442 SQ. FT. A/C VOLUME 1641-Tto CU. FT. ABBREVIATIONS REVISIONS ABV. A/C ADJ. ALT, AMP_ BD. CL CAB. CLG. CLR CON(,. CP9'. C.T. D. DB7_ D.G. DIA_ DIM. DISP. DP. DR.. D.S DTL. D.W. EA. 71 7v. EQ. EXIT FAT. P.G./PX . F.G. FIN. FLR. FILI TOR, PR DR FTG. GA. GAR. DISP. G.P.I. OF. GYP, BD. H.B. H.0 HDR. I IGT. OR HT INSLIL INT. ABOVE AIR CONDITIONING ADJUSTABLE ALI'LRNATE AMPERAGE BOARD CENTER LINE; CABINET CEILING CLEAR CONCRETE CARPET CERAMIC TILE DRYER DOTIBT.F DUAL. GLARED DIAMETER DIMENSION DISPOSAL DO DOOR DOWNSPOUI DETAIL DISHWASHER EACH ELEVATION EQUAL EXHAUST FIXED GLASS FIXED G1R FULL GAS FINISH FLOOR FLUORESCENT FRENCH DOOR FOOTING GAUGE, GARBAGE DISPOSAL GROUND -FAULT CIRCUIT INTERRUPTER GLASS GYPSUM BOARD HOSEBTB HOLLOW CORE HEADER HEIGHT INSULATION INTERIOR LAN. LUM. M.C. MT-R. MIN_ M.T. \ITT). MTL, N.T_S. O.C. PL P.B. PH. PLT. PI.YWD. PR. P.T_ R_ RAD. R.A.GRETURN REF. RM. R.O. S.C. S.D. S.H. SHT. SHTHG. Sim. SIM. ST- SL. GL. STD. SWS TEMP. THK. T.O.C. T.O.P. T.O.S. '- TYP. U.N.O. V.P. W. W/ WD. WDW. W/H W.I. ` LAVATORY LUMINOUS MEDICINE CABINET MANT-TACTURFR MINIMUM METAL THRP.SHOT.D MOUNTED METAL NOT TO SCALE ON CENTER PROPERTY LINE PUSHBUTTON PHONE PLATE PLYWOOD PAIR PRESSURE TREATED RISER RADIUS AIR GRILL REFRIGERATOR ROOM ROUGH OPENING 3O1IT) CORE EST DR SMOKE DFTEiCTOR SINGLE HUNG; SHELF SHEATHING SHOWER SIMILAR SLIDTNC; SLE)ING GLASS STANDARD SHEAR WALL SECTION TEMPERED GLASS. THICK TOP OF CURB TOP OF PLATE TOP OF SLAB TYPICAL TINTLESS NOTED OTHERWISE VAPOR PROOF WASHER WITH WOOD WINDOW. WATER HEATER WROUGHT IRON DATE DESCRIPTION 0U26/IS GD'S ISSUED 01/15/18 2011 FBC UPDATE 01/I6/I13 CDIS RE -ISSUED 02/21AB SIDING ELEVATIONS ADDED 03%i6118 CD'S RE -ISSUED 04/19/I8 FOOTING REVISION PER M. 80U,ES 06/11/18 CD'S RE -ISSUED 02/19/19 ADDED CURIBLESS FOOTER AT GARAGE DETAIL (FORT MYERS) 02/22/19 PLAN MAINTENANCE 03/28/19 REVISED LINTEL SIZE AT FRONT ENTRY DOOR 04/24/19 ADDED ADDITIONAL RECEPTACLE IN GARAGE PER WILL BATSON (MELB.) 04/24/19 REVISED HVAC VOLUMES ON SQFT CALC SCHEDULE (MELe.) 06/12/19 ADDED 'EXTERIOR MONO DEEP FOOTER' DETAIL 12/51.IA (ORL) 06/12/19 ADDED LED LIGHTS a KITCHEN E BATHROOMS PER MARK BOWES OIA91113 ADDED STONE OPTION ELEVATION C t D (TAMPA) 09/II/19 ELEVATION 'G' SIDING -ADDED LOUVER a GABLE ROOF INDEX OF DRAWINGS ARCHITECTURAL SHEET # DESCRIPTION PG CS —COVER SHEET PG GN—GENERAL NOTES PG Al _FLOOR PLAN PG A2C—ELEVATION "C" PG E1—ELECTRICAL PLAN PG P1—PLUMBING PLAN PG M1—HVAC PLAN PG Dl—DETAILS PG D2—DETAILS PG WAl—WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS PG WA3—WALL ASSEMBLY DETAILS PG WA6—WALL ASSEMBLY DETAILS STRUCTURAL SHEET PG S1—FOUNDATION PLAN PG S1.1A—DETAILS PG S1.2—DOWEL PLAN PG S1.2A—DETAILS PG S2—LIFT BEAM PLAN AND NOTES PG S2.1A—DETAILS PG S3—FRAMING PLAN PG S3.1A—DETAILS PG S3.113—DETAILS PG S3.1 C—DETAILS PG SN1—DETAILS PG PAl —PRODUCT APPROVALS DESCRIPTION CODE COMp, ST. LUCIE C( BOCC a� b/ZOZ�a 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F W w� r) W O F 4 V y W 4 F A Cti ti SUBDIP. 8e LOT: CREEKSIDE LOT #50 PROJECT# 04321.200 050R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: COVER SHEET 60 MPH EXP. C ARCHrmcT.. STATE OF FLORIDA L/ v OCT 2 2 2019 MICHAEL C. ANDERSON AR NO 17305 PRINT DATE: 10 18 19 SCALE: 1/4"=1' — 0" SHEET c s FILE COPY GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FIBCR) 1 6th EDITION, (2017). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 6TH EDITION (2017) UNO. 2 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2. 3 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. 5 THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQ� ES, 6, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED BODES. 7. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING 8 CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 9. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1" MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE, 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN 1/2-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE, GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN''/ -INCH GYPSUM BOARD OR EQUIVALENT. SITE WORK REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT), REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES, THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HERERSEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 1 l NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN'/z THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8" LAYERS AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS, COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) EXCAVATIONS TO BE A MINIMUM OF 3'- 0" BEYOND NEW FOOTING LINE THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUI S. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISTICTION, INCLUDING ALL APPLICABLE STATE, CITY AND COUNTY BUILDING AND ZONING CODES. 11SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP I DRAWING, 12. > TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMENT PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION:' I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA - THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION, 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOF/WALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A" (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM %" PVC (SCHEDULE 40), INSULATED WITH Yz' AMAFLEX, 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH, 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE, 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 1 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2. 18. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE, 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2. EXTERIOR WALL COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE JI, R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE / EXTERIOR FINISHES 1 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, 8" THICK, OVER FRAMED WALLS ! APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 & ASTM-C1063-12a. 3. LATH & ACCESORIES PER ASTM-C-1063-11A & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: ALL STUCCO CONTROL JOINTS KICK -OUT DETAILS "L" FLASHING HORIZONTAL LATH AND PAPER DETAILS PIPE PENETRATION DETAILS VENT PENETRATION DETAILS WEEP SCREED DETAILS CONDUIT PENETRATION DETAILS CASING BEAD DETAILS DRIP EDGE DETAILS CANTILEVER DRIP EDGE DETAILS CORNER BEAD DETAILS WINDOW CASING DETAILS STUCCO TO SIDING TRANSITION DETAILS WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 - 11A AND R703.7. FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1 ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD, R302.7. EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS, THE 112" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4" TYPE "W" DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS) , CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES /CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA 32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 0 r49 01 CREEKSIDE LOT #50 'RO JEC i . 04321.2 0 050R11 IODElz 4f BB 182$ CALI" GARAGE SWING: RIGHT YP PAGE: GENERAL N&ES rv, 60 MPH EXP. C I ARCHITECT- STATE OF FLORIDA MAR 13 2026 MICHAEL C. ANDERSON AR NO 17805 �f""v.,- PRINT DATE: 10/18/19 " SCAT :1/4"=V-0" Fite SHEET , G N WINTER ICE BARRIER FLOOD AIR MEAN DESIGN UNDERTLAYMENT HAZARDS s FREEZING ANUAL TEMP ° REQUIREDh INDEX' TEMP! 42 NA SEE SURVEY NA NA FLAME SPREAD AND SMOKE INDEX FOR WALL AND CEILING FINISHES SHALL BE IN ACCORDANCE WITH SECTION FBC R302.3.1 THROUGH FBC R302.3A FLAME SPREAD AND SMOKE -DEVELOPED INDEX FOR INSULATION SHALL BE IN ACCORDANCE WITH SECTION FBC R302.10.1 THROUGH FBC R302.105 N 11 41I DBL, TOP PLATE BAR DETAIL A SCALE: i i (I ARCH DTL. B SCALE: 1/2 - I'-0' WN'll 1 °< 0a4T' i CY 6 _% Tee: v a' LE RGA-0F : 01r FIGURE B1.7� COWOME T AND CLADDING MESSURE ME a r T 121- 4'1 101- 0'1 1 I _ 411 41I 11_41 _411 v ]C---------- C] 121-SII 211-011 10'-4° I 101_011 I 16'-0' 31.411 C0 p j COVERED m eO LANAI I s 8'-8 (2)3052-S SGD. I C2H EGa RE A LIVING ROOM DINING OWNER'S J — e'-W CL& @ ROOM 81-8Cm SUITE N N v = 2X8 , LD N -IN6'-11" 1-511 41_4�I B Al ' _61 VI , lKII'-10 IV 4'-8" 8'IV -011 `r m m N - > `n C. IR-ISH — WC• OWNER'S m I BATH ---- — — — — — — — — — — — — v b36 3:I W.I.C. 8'-8'G-� q 8-8 CL&,�. I � 0 �I - IOPTJ i C. V. IREF i L _ — _ _ — _ 36'xro0' 31.011 i 2 _ 811 b24 ab36 IR-1SH - SHWR PAN A KITCHEN I W/ ENCL ?. a AI 8', LAUNDRY I IR-ISH ijI r NNI PAN. RANGE B r b36 Al �, V-8' CL& I t o I /_I_QII ��---" 2'-4" rot-011 ----n — — — ARCH m 3-SH BEDROOM #4 DEN - - -- - ijfBEDROOM _ 711 m II IIY" > U -011 Ix _811 3'-6" 11-0. IIINr 3'-4" 4'-0" 11'-8" ' AI #3 �.e i i4 ��T�`� R]A78-8 CLG �' MT. e 3 _41I / I_QII 31_SII m �.8 F' 22'x54' -1 I I I ATTIC L ACCESS � BOLLARD-1- AS REQ. OND LAv. B I I= V PER BLDG. CODE m 5 \ Ai IlA ,� I 8' BT CLCL I I GARAGE �o 21 41I V. 61 N u FOYER BEDROOM #2 V4 CL& ro8 W/ 8'-8' CLG I'XI2' ANS. TRY KE 8 CLr.ARCH (2) 3052-SHEGRESS 01-211 31-1011 31-1011611 2 -8" 16'-01I 21_QII 14'-011 41-411 21'-411 -- nl EXTERIOR MASONRY WALL BRCS. HEIGHTS BRG. 10'-S' BRG. 11'-4' BRG. SQ.FT. CALC. S LIVING GARAGE ENTRY LANAI 1316 SQ. FT. 430 SQ. FT. 16 SQ. FT. 80 SQ. FT. TOTAL 2442 SQ. FT. A/C VOLUME 1641.1.6 CU. FT. CONPOMW AND CLADDNO WND LOADS BASIC WIND EVOStlRE FOR 3 SBCOPD GUM OFB=m SQUAFE ZONE 1®O IYPH WND IVY RBIAM ArD rrFe FooTAc� MIN. WINDOW 10 5 34/-45 CRITERIA EXTERIOR SWING 21 5 32/-42 DR MIN. CRITERIA S.G.D. MIN- 12 5 30/-31 CRITERIA 8010 O.H.D. 56 5 325/-38.0 16010 O.H.D. 112 5 30.3/-34.4 SOFFIT N/A 5 31.6/-38.8 ROOF TILE N/A 3 -6823/ -582S IF APPLICABLE BASIC WIND SPEED MPH = 160 (Vult) INTERNAL PRESSURE COEFFICENT = f 0.18 BLDG. CAT.=II, EXP.=C, MEAN ROOF HT. = 15'-9" PRESSURES HAVE BEEN MODIFIED PER FBCR 6TH ED. (2017) R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. CWROL DAiB 0 201M FLOOR PLAN SCALE: 1/4' = P-0' NOTE: -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -GORE STEEL DOORS NOT LESS THAN 1 3/5' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. -FRAMED WALL SEPARATION BETWEEN THE UNCONDItIONED GARAGE AND CONDITIONED SPACED SHALL HAVE AN INSULATION R VALUE OF R-13. -CEILING R VALUE TO BE R-30 INSULATION ABOVE CONDITIONED SPACE. -FOR CONSISTENCY, THE VOLUME CALCULATIONS ON PLANS ARE PROVIDED BY THE HVAC CONTRACTOR AND ARE OF THEIR CLOSEST ALLOWABLE SOFTWARE TOLERANCES. -OPENING INFORMATION BELOW IS DIRECTLY FROM THE PLAN SET. U-VALUE AND SHCG ARE INFORMATION PROVIDED BY THE MANUFACTURER AS LISTED IN THE RESPECTIVE PRODUCT SPECIFICATIONS �10 P/4Fco 0 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA 32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 h P/4Fco 0 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA 32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 h W 04 •�� 4 � F ti In 04 A 4 q� Ld U , s- CREEKSIDE LOT #50 MODEL: 4EBB "1828-CALI" GARAGE SWING: PAGE: FLOOR PLAN Coo w41' ARCHITECT- STATE FLORIDA M 13 20k- -= MICHAEL C. ANDERSON AR NO 17305 DATE: 10/18/19 SCALE: 1 /4"= V— 0" SHEET Al Planning & Development Services Department Building& Regulations Division Product Review Affidavit FL # or Miami -Dade FLORIDA PRODUCT REVISION EXPIRATION Product Model # Manufacturer Glass Description Method of AttachmentAPPROVAL Design REVISION DATE Pressure 1/4" concrete screw 6" edge distance @ head, 4" edge distance @ jamb, 4" each side FBuildingDesignProduct of transom centerline to bucking. Fastener spacing @ 15" o/c max. @ head and jamb. FL5891.2 R6 12/31/2021 Swing door Smooth Star Therma-Tru N/A Min. embedment of all anchors to be 1 1/4" (+67) / (-67) Type 1: 3/16" or 1/4" ELCO Ultracon anchor 6" max. from corners, 11 3/4" o/c at jamb, 16" @ head. 1 114" embedment. Type Il: 3/16" or 1/4" ITW concrete tapcon anchor. 6" max. from corners; 7 1/4" o/c at jamb, 10 1/4" @ head. 1 1/4" embedment. Two FL16103.1 R13 4/30/2020 SH Window Ply Gem 1500 Ply Gem Non Impact additional tapcons midspan and one at lower frame required vertically each side. (+38) / (48) (+50) / (-50) Install per manufacturers recommended requirements. Type 1: 3/16" or 1/4" ELCO Ultracon anchor 6" max. from corners, 14" o/c at jamb, 10" @ head. 1 114" embedment. Type 11: 3/16" or 1/4" ITW concrete tapcon anchor. 6" max. from corners, 8 1/2" o/c at jamb, 6" @ head. 1 1/4" embedment. Eight additional tapcons top and bottom required horitontally, one midspan vertically each FL16100.1 R6 6/30/2020 Vertical Mullion Ply Gem 1500 Ply Gem Non Impact side. Install per manufacturers recommended requirements. N/A N/A Type 1: 3/16 or 1/4" ELCO Ultracon anchor 6" max. from corners, 14 o/c atjamb, 16" @ head / sill. 1 1/4" embedment. Type II: 3/16" or 1/4" ITW concrete tapcon anchor. 6" max. from corners, 8 1/2" o/c atjamb, 10 1/2" @ head / sill. 1 1/4" embedment. FL16104.2 RS 11/30/2022 Fixed Window Ply Gem 1500 Ply Gem Non Impact Five additional tapcons top and bottom required horitontally,two midspan vertically Install +38 ( ) / (-48) (+55) / (-55) each side. per manufacturers recommended requirements. 1/4" concrete tapcon anchor. 2 1/2" minimum edge distance. 6" max o/c from corners Builders Series 4780 w/ and 20 314" max o/c elsewhere top; vertically and bottom. 2 1/2" min embedment. FL14634.1 R4 12/31/2022 Sliding Glass Door Sill Riser Ply Gem Non Impact (+33) / (41) (+50) / (-50) 1/4" concrete screw 6" edge distance @ head, 4" edge distance @ jamb, 4" each side of transom centerline to bucking. Fastener spacing @ 15' o/c max. @ head and jamb. FL20461.17 R4 12/31/2021 Opaque single Smooth Star Thermo-Tru N/A Min. embedment of all anchors to be 1 1/4" (+36) / (-47) (+47) / (-47) door with transom Double Garage 3/8" x 2-3/4" Hilti sleeve anchors 6" from ends 22" OIC FL16107.3 R10 12/31/2020 Door 16.2x7 73 W6 Clopay N/A (+29 )/ (-35) (+36) / (-42) Use galvanized (zinc coated) roofing nails, 11 or 12 gauge, with at least 3/8" dia, heads, long enough to penetrate through plywood, or 3/4' into boards. Use 4 nails per shingle placed 6-1/8" above the butt edge, , a Vi g pprox. T"d 13" from#,ach end and 1/2" FL7006:1 R10 12/31/2020A Roof IKO Cambridge N/A above each cutout. Drive nails straight so that nail head is'Aush-with, but not cutting (+36 ) / (-47) into shingle surface. i Miami -Dade approved corrosion resistant tin caps and 12 a. 1-1/4' annular ring FL15216.1 R6, 12/31/2020 Underlayment Rhino U-20 - Interweb N/A shank nails spaced 6"O.C. at all laps and threestaggard rows -fastened 12" O.C. in the (R7) (PENDING APPROVAL) field. " N/A Position Vent Flange beneath loosened shingles aligned w/ deck opening. Apply ASTM D 4586 or ASTM D 3409, Type I roofing cement/mastic to the underside of the vent flange at both the inside and outside perimeter and to continuously surround.and seal the flange. Slide the top and side flanges of the vent underneath the shingles and allow the bottom flange to lie on top of the shingles. Attach the vent with galvanized or stainlesssteel roofing nails having a min 12 ga shank, min 3/8" diameter head and sufficient length to penetrate through the sheathing (ring shank nails shall be used in OFF -RIDGE VENT WITH the HVHZ). Nails shall be located 1" from the edge of the flange and 8"O.C. along all I FL16918.3 R2 9/9/2026 Off Ridge Vent BAFFLE TAMCO N/A four sides of the vent. All exposed fasteners shall be sealed with roofing N/A 1, �A cement/mastic. all loosened shingles shall beadheared down with roof cement/mastic. Refer to and follow ALL Manufacturers installation instructions. AOR is not responsible for Errors, Omssions or interpritations of this Installation Method. Apply Roofing Sealant on all seams inside the Roof Collar. Apply Roofing Sealant along all (4) sides of the bottom of the Vent Flashing. Install in location under shingles to roof deck. Fasten Base Flang to Decking using 1 1/4" Ring Shank Nails. Fasten Base Flange w/(1) nail ea corner @1" from edge. Fasten each Side of Base Flange using (3) nailes spaced nominal 5" apart and 1" from edge. Fasten Top and koof Vent Bottom using (3) nails spaced a nominal 5" apart and 1" from edge for a total of 22 FL3792.4 R11 8/16/2021 (alternate) 770-D Lomanaco I N/A nails. Seal all seams and nail heads and loose shingles. Referto and follow ALL N/A N/A Manufacturers installation instructions. AOR is not responsible for Errors, Omssions or interpritations of this Installation Method. AOR is not responsible for Errors, j Omssions or misinterpretations of this Installation Method. FL24161.1 NONE 12/31/2020 Soffit Vanform Soffits PlyGem NSA FL24161.1 (+31.6) / (-38.8) (+77.0)/(-73.6) 1/4" x 20 stainless steel or ELCO Panelmate with minimum embedment @ 13/4" in FL16293.1 R2 12/31/2019 Hurricane Panels 24 GAGE Hurricane Storm N/A concrete / masonry, 2 1/2" min. edge distance, 12" o/c max. spacing. Can be headed Less than 6' span panel MFG. screw or all thread but with win nuts. g N/A + or - 20 s.f. P� 1/4" x 20 stainless steel or ELCO Panelmate with minimum embedment @ 13/4" in FL16293.1 R2 12/31/2019 Hurricane Panels 24 GAGE Hurricane Storm N/A concrete /masonry, 2 1/2" min. edge distance, 12" o/c max. spacing. Can be headed 6' span or more panel MFO, screw or thread but with win nuts. g N/A '+ or - 20 p.s.f. Install per manufacturers recommended requirements. FL17147.1 R4 6/27/2020 Zip System Sheathing WaIJ Sheathing Huber N/A N/A N/A 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA32 PH: 321-802-3591 www.a bdesigngroup.col AA #: 0003325 I9LTHDIV. de LOT.' ST LUCIE COUNTY MASTER PA PIROJECT# F MODEL: EXPRESS SHINGLE AGE SWX-- _I ;a too-10 :V�PH EX_' t ARCHITECT: STATE OF FLORIDA P1R i 3261- hl NAIC7HAFI__ r�. rANIPER90k:l. 4) mi 11 66JC o, 7130FF F, ATE: ♦,r�.�O I;i ..CALE:1/4„_1,L0„ �j SHEET C( I' CONTROL DATE 3.9.20 SHINGLE ROOF DECORATIVE -� FOAM DRAIN TILES 6' RAISED 5AND (TYP.) 5'-8" 5RG. HGT. 16'X60' FYPON DECORATIVE SHUTTERS OR 45 EG�.IIVALENt A TYP. 4' RAISED - SAND (TYP.) 0'-0" 7IN. FLFz-k EQUAL EQUAL EQUAL EQUAL TO CONTROL JOIN , TO CONTROL JOIN TO CONTROL JOIN- TO CONTROL JOINT ------------------- 12 6 — - -- - - - A I-0 0'-0" FIN. F MIN. 4" GRA ICI ICI ICI I o -allIII � II 1�1 1 1 1 1 11 FRONT ELEVATION SCALE: 1/4 = I'-0' TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER FBCR R103-4 OFF RIDGE VENT +/-19'-0 5LDC3 HCT. - 4' FREIZE BAND 00'-S" BRG. HGT. S -S" 5RG. HGT. OPT. COACH I_0 LIGHT A I ❑❑ g TYP. = TYP.I 9 IIr II N III 0'-0" Fl 4. FLR. 0'-0" FIN -+- I� OFF RIDGE VENT RIGHT ELEVATION SCALE: 1/4 = I'-0' TEXTURED FINISH OFF RIDGE VENT 12 6 IIE A3 OFF RIDGE VENT 45 [El r I I AtYP. I r qqql ��pvff 1�1 12 6 NCzl- 1 44�5 -- — - — - — - ---�-i I- 00'-0" FIN. FLR. REAR ELEVATION SCALE: 114 = I'-0' TEXTURED FINISH --- ----- --- --- - 0'-0" FIN. FLR. LEFT ELEVATION SCALE: 1/4 I'-011 TEXTURED FINISH MODEL 1828-CALI-4EBB 12 6 NCzl- 1 44�5 -- — - — - — - ---�-i I- 00'-0" FIN. FLR. REAR ELEVATION SCALE: 114 = I'-0' TEXTURED FINISH --- ----- --- --- - 0'-0" FIN. FLR. LEFT ELEVATION SCALE: 1/4 I'-011 TEXTURED FINISH MODEL 1828-CALI-4EBB AREA OF ATTIC 2450 SQ. FT - NET FREE VENTILATION AREA REQUIRED 1/ 300 REQUIRED VENTILATION AREA 2450 /300 = 8.17 SQ. FT. 8.17 = 1176 SQ. IN. MIN. REQUIRED VENTILATION = AX 1176 1N UPPER PORTION OF ATTIC = 470.4 SQ. IN. (BALANCE TO BE PROVIDED IN SOFFITVENTS) OFF RIDGE VENTILATION AREA = 138 SQ. IN. PERVENT(net free area) TOTAL# OF VENTS REQUIRED = 3.41 TOTAL# OF VENTS PROVIDED = 4 SOFFIT VENTILATION AREA 7 SQ. IN. PER LINEAR FT (netfree area) LINEAR FEET OF SOFFIT REQUIRI F''tD 551 S. APOLLO BLVD., SUITE 202 ELBOURNE, FLORIDA 3290: PH: 321-AO2-3591 www.abdesigngroup.com AA #: 0003325 CREEKSIDE LOT #50 f ROJECT# 04321.200 050R1 ODEL 4EBB "1828-CALI" AGE SWING.: RIGHT `F'A GE: �a a ELEVATION "C" r� ) LI 60 MPH EI' ARCH CT: STATE OF FLORIDA k, = 2 2 2019 MICR IAEL C. ANDERSON AR NO 17305 PRINT DATE: 10/18/19 SCALE: 1/4"=1'—O" SHEET ELECTRICAL LEGEND SYMBOL DEFINITION NOTES 125V OUTLET 20 AMP SINGLE POLE 110V OUTLET IIOV OUTLET 1/2 OF OUTLET WIRED TO SWITCH GFI 110V OUTLET EOUIPED W/GRJD PAUL INTER)I-MR (TAMPER RESISTANT TYPE) E@ 220V OUTLET (4) WIRE CONNECTION FAULTLuAGROUND GFI OUTLETTERPROOF INTERRUPTER SWITCH SWITCH 3-WAY OPER $t4 SWITCH 4-WAY OPER I-i1 WALL MOUNTEDm I�f LIGHT CEILING LIGHT © LED CLG: LIGHT O VP VAPOR PROOF LIGHT ORECESSED CAN WALL SCONCE PIPE -WIRED eVENT. PAN I CFM PER SO. FT. VENT. FAN W/LIGHT 1 GRM PER SO. FT. VANITYLIGHT FIXTrURE (SPEC'S TBD BY BUILDER) 4'ES T FLUORESCENT 2-BULB WRAP ® LIGHT AROUND (RECESSED) 4 ES FLUORESCENT WRAP ® LIGHT AROUND AROUND (SURFACE MNT.) 2'FLUORESCENT 4'-FLUORESCENT 4' TRACK LIGHT 0 PANEL METER UP SMOKE DETECTOR NA> I WRS WALL MOUNTED MATT, BACK-UP SA. SMOKE DETECTOR W/ HARDWIRE BATT. BACK-UP W/ HARDWIRE NTER-CONNECTED SHALL ME A DISTANCE S/GO CARSON MONOXIDE SMOKE DETECTOR COMBO OF NOT LESS THEN 4' FROM WALL PENDANT LIGHT L� NATURAL GAS Il/ OUTLET 110- TELEPHONE JACK WATER HEATER IGNITION SOURCE TO BE ELEVATED DISCONNECT MIN- IS' AFF- AIR CONDITIONING DISCONNECT TV TELEvi6CN JACK CEILING BOX REQUIRED OJ-BOX TO EE': SUPPORTED IN ACCORDANCE W/ BOX MARLED AS SUCH FOR INSPECTION CEILING BOX REQUIWD TO BE SUPPORTED IN CEILING FANLIGHT ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION 24' INCANDESCENT - LIGHT STRIP nno 36' INCANDESCENT LIGHT STRIP nn�nnnn� 0 48'INGANDESGENT LIGHT STRIP FLOOD LIGHT OPT. SECURITY KEYPAD HE P9. I PUSH-BUTTON FOR CHIMES �--�. USB PORT • LOCATION OF TV JACKS 4 PHONE OUTLETS 4 FANS TO BE VERIFIED • HOMEOWNER PRE -CONSTRUCTION MEETING. • ALL 15 < 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF FBCR 6TH EDITION (2011) 4 NEC 21012 2014 EDITION • 20 AMP DEDICATED LAUNDRY CIRCUIT. • UPI • ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL • BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION 1-1I5013 FBCR 6TH EDITION (2011). • LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS • WIRING METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF POOR 6TH ED (2011). • ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 6TH ED (2011). • ALL LAMPS SHALL BE SELECTED BY BUILDER AND 15% OF LIGHTING MUST BE ENERGY EFFICIENT TYPE PER FSL. ENERGY CONSERVATION (RESIDENTIAL ENERGY EFFICIENCY) 2011, Oth EDITION R404.1 CEILING MTD. LIGHT TO BE INSTALLED, PROVIDE J-BOX FOR OPT. FAN P410 I 0 I LIVING ROOM ' II COVERED LANAI 1 \ I PRE -WIRED \� CLG FAN\ DINING ROOM - OWNER SUITES H _0, / Y n -4 CLG FAN // PRE -WIRED CLG FAN \ 5 \ 1\ .D. OPF SWITCH IN OUTLET - - - - L I U GABINEt FOR DW _ / GFI /i' 6FI�GFI BATH ► �') �- -- r L P.I.C. \ j lU jSINK I 1 --- � / LAUN. vP L KITCHEN . \\ RANGE I j J BDRM. 4/ Dd LU \ Il HOOD UJIRE i \ OUTLET FOR FUTURE MICRO I / S/G ®O S.D. � O PRE -WIRED J I '" - CLG FAN BDRM.#3� - - �\\ i A/C R A �J PRE -WIRED \ - I - Tf CLG FAN U G 4G'A GFI H I S I P.B. FOR-T ®44'AFF. 44'AFF. GARAGE n _ Il ♦� I DOOR \ _ GFI I \\ - - BOLLRD L A�.CJND� I A9 REQ. WALL MOUNTED PER BLDG. LIGHT W/SWITCH IN CODE 71 BATH A2 1 ® \ ATTIC /i GFI CLG. KEYLESS OUTLET � METER BDRM. 2 / FIXTURE to FIELD # FOYER c VERIFY LOG. IRRIGATION OUTLET g L.I I I ENTRY 48' AF.F. GFI GARAGE n PRE -WIRED CLG FAN B. FOR CHIMES \�-------------------- _ OPT. COACH LIGHT ELECTRICAL PLAN SCALE: 1/4' = I'-0' r I � l I a � I � l � 1 LED LIGHTING 060 DOUBLE LAV. OWNER'S BATH 150 AMP ELECTRICAL RISER NOT TO SCALE. GENERAL NOTES: A ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 6tH EDITION (2011). LOCAL CODES, AMP ALL LOCAL POWER COMPANY REQUIREMENTS. B. ALL CONDUCTORS SHALL BE TYPE THHN/THWN UNLESS NOTED OTHERWISE. POWER COMPA TRANSFORMER PROVIDE ISO AMP, 120/240 VOLT, I PHASE SECONDARY - ELECTRICAL SERVICE. PROVIDE 3 h COPPER (Cull IN 1-1/2" DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3 02/0 ALUMINUM (AL) IN 2" DIA SCHEDULE 80 PVC CONDUIT UNLESS SERVICE IS PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. °L° LED LIGHTING %051U SINGLE LAV. ® BATH "2 PROVIDE 302/0 CU, THIN + I% Cu N 2' CONDUIT OR 3 •4/0 AL, THW + 1% CU N 2' CONDUIT. (CONDUIT TO TERMINATE ABOVE SOFFIT • OVERHANG.) COMBINATION SERVICE ISO AMP DISCONNECT SWITCH AND 120/240 VOLT ELECTRIC METER IN I PHASE NEMA 3R ENCLOSURE MLO M O PANEL WA—/2P MCB TELEPHONE SERVICE ENTRANCE EOUIPIMENT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS CABLE TELEvISIGN SERVICE ENTRANCE EOIIIRMENT 1 04 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE FBCR 6tH EDITION (2011; 5/8" DIA X 8 FT LONG COPPER CLAD GROUND ROD 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA 32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F W U 0 F 0. D3 w 4 F A x SUBDIV. & LOT: CREEKSIDE LOT #50 PROJECT# 04321.200 050R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: ELECTRICAL PLAN 160 MPH EXP. C ARCHrrECT- STATE OF FLORIDA 00T2 2 2019 MICHAEL C. ANDERSON AR NO 17305 PRINT 10 18 19 DATE• SCALE: 1/4"=1' - 0" SHEET E1 t 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA32901 PH: 321-SO2-3591 www.abdesigngroup.com AA #: 0003325 44 On U W t w 0 E u v W E` Q pIp� ii E� CREEKSIDE LOT #50 'ROJECT# 04321.200 050R1 MODEL• 4EBB "1828—CALI" GARAGE SWING: RIGHT 1 PLUMBING k, PLAN " 1 0 MPH =p e.A �:,, . � wok, ARCHrrECT-. STATE OF FLORIDA = OCT 2 2 2019 WC11NAEL C. ANDERSON AR CIO'7 05 ATE: 10/18/19 SCALE: 1/4- =1 -0>,N' SHEET 4� r� w a �w E � z s ;s F, CREEKSIDE LOT #50 PROJECT# 04321.200 050R1 ODET • 4EBB "1828-CALI" ;a:",.AAGE SWING- i• ' RIGHT PAGE: H VAC PLAN 160 MPH EXP. C T'MT 118 DATE• 0 19 / / SCAT-M 1/4"=1'-0" SH ET mI 2X4 TOP PLATE PER FLR. PLAN I/2' GLI BOARD 1 1/2' DRYWALL SECURE BT. — PLATE TO SLAB W/ 10d MASONRY NAIL s 32' Or — MAX 0'-0' FIN. FLR. PRE -FAB TRUSS 2X4 WOOD STUDS ®24' O.G. SLAB NOTE: STUDS IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16" O.C. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24" O.G. TYP. INT. WALL ( NON— BRG. SCALE: 3/4' = I' -O' FIBERGLASS SHINGLES OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905.LI ON �J.' O.S.B. SHEATHING OR is CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT �" DI/A. SLEEVE, D NOT GUT -BAR PEA BOND BEAM SOLID GROUT W/ (1)- "5 (2) COURSE DO NOT CUT THE BOND BEAM RE15ARS 2A)PIPE THROUGH BOND BEAM D1 SCALE: 3/4"=1'-m" 5/5' GYPSUM BOARD OR 1/2' NIGH STRENGTH Cl BOARD PER I-EvAT ION SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL O„ PER ELEVATION TYP. O.H. R-4.1 INSULATION WINDOW ATTACHMENT V SAS PECIFICATIONS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS il 24' O.G. 1/2' THICK, 2 COAT PORTLAI` 8' GMU CEMENT PLASTER APPLIED 1/2' GYP. WL. BD.� DIRECTLY TO MASONRY �— WOOD BASE FIBERGLASS SHINGLES OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905.1.1 ON �&' O.SB. SHEATHING OR is CDX PLYWOOD SECURED PER FASTENER SCHEDULE —REFERENCE STRUCTURAL PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR 0'-0' FIN. FLR, I ti W/ WINDOW OPENING B TYP. WALL SECTION NO OPENING NOTE: PER SECTION 905.1.1 - FOR ROOF SLOPES 2.12 TO LESS THAN 4:12, A 4 1—STORY HIP BLOCK WALL (2) LAYER UNDERLAYMENT SYSTEM D1 SCALE: 3/4'=I'-O' IS REQUIRED_ FOR ROOF SLOPES OF 4:12 OR GREATER, (I) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE [1, ASTM D 4869 TYPE IV, OR ASTM D 675i \ CAULK AND REAL `GA5 LINE I i' PVC SLEEVE FOR ISM LINE e cm 1,12' 6YP. LLL. BD. Ut=0 BASE 26 GAS LINE THRU BLOCK D1 SCALE: In'.I'-O' FIBERGLASS SHINGLES OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RS05.1.1 ON �J,' O.S.B. SHEATHING OR is CDX PLYWOOD SECURED PER FASTENER SCHEDULE TYP. MTL. DRIP EDGE o.H. 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0" FIN. FLR�L 8' CMU 1/2' TNICK, 2 COAT - PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY GALV. STEEL TRACK BRACKETS FASTENED TO WOOD JAMB PER PRODUCT GALV.STEEL APPROVAL REO. VERTICAL TRACK BY MAUF. SLIDE FASTENED TO ROOM BRACKETS W/ PRODUCT APPROVAL REQ. CORNER BEAD S' cMU SEE STRUCTURAL FOR REINFORCEMENT 2x6 P.T. WD ATTACHED TO FILL CELL AS PER PRODUCT APPROVAL IZQ SEALANT a BACKER ROD WEATHER STRIP MOULDING ALL AROUND(BY DOOR MANUF.) OVERHEAD DOOR BY OTHERS 3 ) GARAGE DOOR JAMBS D1 J SCALE: 11/2'=1'-O" 2x BLOCKING BETWEEN TRUSSES PER STRUCTURAL DETAILS —\ \`d 7 j STIFFBACK AT ALL UPRIGHTS— ' PER STRUCTURAL DETAILS PRE-ENG WD. TRUSS ?� 5 ,[,PER ELEVATION CONT. 2x RAT RUN SECURED PER STRUCTURAL DETAILS SEE ENERGY CODE FORMS FOR INSULATION R-VALUES YPER ELEVATION , 5/8' GYPSUM BOARD OR 1/2' TRENGTH CLG. BOARD , R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS o 24' O.G. 1/2' GYP. Li BD. WOOD BASE FIBERGLASS SHINGLES OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905.1.1 ON �6' O.S.B. SHEATHING OR is CDX PLYWOOD SECURED PER 1_0" FASTENER SCHEDULE TYP. MTL. DRIP EDGE o.H. 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY — V-0' FIN. FLR �a a n W/ WINDOW OPENING n TYP. WALL SECTION L NO OPENING 1—STORY GABLE BLOCK WALL SCALE: 3/4' = I' -O' 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 1 ImQ Ia 0 F 0. v h W O F A Er h SUBDIV. 8o LOT: CREEKSIDE LOT #50 PROJECT# 04321.200 050R1 MODEL: 4EBB "1828—CALI" GARAGE SWING: RIGHT PAGE: DETAILS Is 60 MPH EXP. C ARCHrrECT: STATE OF FLORIDA OCT 2 2 2019 MICHAEL C. ANDERSON AR NO 17305 PRINT DATE: 10 18 19 SCALE: 1 /4"=1' — 0' 8IiEET �C'C�� ry . or -a. i:'� A SECURE 2x6 MIN. TO ELK W/ (2))5'XS' A -BOLTS 4' EMBEDMENT MIN. W/ 2'X2'Xxe WASHER AND NUT SPACED EVENLT FROM FLOOR TO GARAGE DOOR HPP, IN JOINTS PRIOR TO FILLIINGj—,- �I 3 SECURE 2x4 ON FLAT TO BLK W/ CUT NAILS. SIDES: 2X6 GARAGE DOOR BUCK W/ (5) NX8' A -BOLTS 4' EMBEDMENT MIN. W/ 2'X2'A WASHER AND NUT SPACED EVENLY FROM FLOOR TO GARAGE DOOR HDR IN JOINTS PRIOR TO FILLING. I-2X6 PT BLOCK • CENTER OF DOOR HEADER W/ll1)i'XB' J-BOLTS 4' EMBEDMENT W/ 2'X2'X%b' WASHER AND NUT. ALL ANCHORS SHALL BE IN ACCORDANCE TO MANUFACTURER'S INSTALLATION INSTRUCTIONS WHERE SUCH INSTRUCTIONS ARE MORE STRINGENT GARAGE DOOR 1 BUCK ATTACHMENT D.2 SCALE: IF!'.I'-say 8' CMU ' DRYWALL 1'X4' OR I'X2' P.T. NAILER IX4 P.T. OR %'X4' MIN. ❑ SECURE THRU FRAME EXTEND 144" INTO BLOCK ❑ W/ aW6' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1-)4' WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING `DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLOCK +3/4 OR +5/4 WINDOW TO BLOCK +3 4 OR +5 4 A SCALE: N.T.S. 2X4: = 3� SECURE TO BLOCK W/ Xg,' TAPCONS OR (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Ya') WITHIN 8' OF EACH END 4 IS' O.C. MAX SPACING. 2X6:® SECURE TO BLOCK W/2-3i{6' TAPGONS(MIN. ,0TjANK SIZE .145 MIN. HEAD SIZED3b0 MIN. EMBEDMENT I Ya') — WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. S' CMU ❑ Yt" DRYWALL ALL 1'4' '' XOR IX2I—A. NAILER SECURE TO BLOCK W/2-We rDOOR CASING TAPCONS / (MIN. SHANK SIZE .145 MIN. s!E AD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT 1 Y4') ATTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. 18' O.G. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLOCK +1-1/2" %%� WINDOW TO BLOCK +1-1/2" " SCALE: N.TS. 2X4= SECURE TO BLOCK W/ TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Ya') WITHIN 8' OF EACH END NOTE: STRUCTURAL 2X 18" O.G. MAX SPACING. MUST BE ON OUTSIDE 4 2X6cm SECURED THROUGH SECURE TO BLOCK W/2-%- NON-STRUCTURAL 3% TAPCONS TAPCON MIN. 1-Y4' (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE .300 all CMU MIN. EMBEDMENT I Y4') y2' DRYWALL WITHIN 8' OF EACH END < 18'O.C. MAX SPACING. 1'X4' OR VX2' P.T. NAILER ® 2X8: ❑0 SECURE TO BLOCK W/2-3f6' 3{6' 0.5J3. X 4' MIN. TAPCONS (MIN. SHANK SIZE .145 DOOR CASING MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y4') ATTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. 18' O.G. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLOCK +1-15 16" irl WINDOW TO BLOCK +1-15/ 6° �' SCALE: 2x4:® SECURE TO BLOCK W/ 3iW6' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE .300 MIN. EMBEDMENT 1 Y4') WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X 18' O.C. MAX SPACING. MUST BE ON OUTSIDE. 4 2Xlo:mm SECURED THROUGH SECURE TO BLOCK W/2-%' NON-STRUCTURAL 3Xe,' TAPCONS TAPCON MIN. I-Y4' (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') 8' CMU WITHIN 8" OF EACH END 4 DRYWALL 18' O.G. MAX SPACING. 2X8 ❑' l'X4' OR 1'X2' P.T. NAILER SECURE TO BLOCK W/2-3fe,' DOOR CA;51NG TAPCONS (MIN. SHANK SIZE .145 MIN. H";^ S!ZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y4') ATTACH TO 2X PER WITHIN 8" OF EACH END 4 MANUFACTURES DETAILS. IS' O.G. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Ya') DOOR JAMB TO BLOCK +2 1/4" WINDOW TO BLOCK +2 1/4/ D SCALE: N.T.S. 2X4= 3� SECURE TO BLOCK W/ r.' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') NOTE: STRUCTURAL 2X WITHIN 8 OF EACH END < MUST BE ON OUTSIDE 4 18' O.C. MAX SPACING. 2xrocsa SECURED THROUGH SECURE t0 BLOCK W/2-3,{6'NON-STRUCTURAL Na.' TAPCONS TAPCON MIN. 1-Y4 (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 8' CMU MIN. EMBEDMENT 1 Y4') A' DRYWALL WITHIN 8' OF EACH END 4 I'X4' OR I'X2' P.T. NAILER W O.G. MAX SPACING. El2X8. SECURE TO BLOCK W/2-i(6' TAPCONS DOOR CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Ya') DOOR JAMB OR WINDOW WITHIN 8" OF EACH END 4 ATTACH TO 2X PER 18' O.G. MAX SPACING. MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PUM JAM (DO NOT M=P Yi 1 DOOR JAMB TO BLOCK +T �1 WINDOW TO BLOCK +T ' SCALE: N.T.S. 2X4m 3� SECURE TO BLOCK W/ (I6' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X 15' O.G. MAX SPACING. MUST BE ON OUTSIDE 4 2X6:® SECURED THROUGH SECURE TO BLOCK W/2-�13� 6' NON-STRUCTURAL TAPCONS(MIN. SHANK SIZE TAPCON MIN. 1-Y4" .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') 8' CMU WITHIN 8' OF EACH END 4 Yt° DRYWALL 18' O.G. MAX SPACING. ❑ I'X4' OR VX2' P.T. NAILER 2X8:® SECURE TO BLOCK W/2-W6' 2ND 2X SECURE TO TAPCONS(MIN. SHANK SIZE STRUCTURAL MEMBER .145 W/(2)12d WITHIN 8' OF EACH MIN. HEAD SIZE 300 END 4 (o' TO 8' O.G. MAX MIN. EMBEDMENT 1 Ya') DOOR CASING WITHIN 8" OF EACH END 4 DOOR JAMB OR WINDOW 18' O.G. MAX SPACING. ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED)4") DOOR JAMB TO BLOCK +T WINDOW TO HLOCK +3" F' SCALE: 2X4= SECURE TO BLOCK W/Y4' TAPCONS(MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') NOTE. STRUCTURAL 2X WITHIN 8' OF EACH END 4 MUST BE ON OUTSIDE 4 18" O.G. MAX SPACING. SECURED THROUGH 2X6:® NON-STRUCTURAL SECURE TO BLOCK W/1-1/4' TAPCON MIN. I-Y4' TAPCONS(MIN. SHANK SIZE EMBEDMENT INTO BLOCK. .145 MIN HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') 8 CMU WITHIN 8' OF EACH END 4 DRYWALL 18' O.G. MAX SPACING. ❑ I'X4' OR I'X2" P.T. NAILER 2X8cm SECURE TO BLOCK W/1-1/4' J{6' O.S.B. X 4' MIN. TAPCONS (MIN. SHANK SIZE .145 DOOR CASING MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 )14') DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER 18' O.C. MAX SPACING. MANUFACTURES DETAILS. NOTE: SHR1 AS NEEDED TO FU M9 JAM (DO NOT ExOEED A,) DOOR JAMB TO BLOCK +3-7/16' WINDOW TO BLOCK +3-7/16" SCALE: N.T.S. 2X4:® SECURE TO BLOCK W414' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') WITHIN 8 OF EACH END 4 NOTE: STRUCTURAL 2X IS C.C. MAX SPACING. MUST BE ON OUTSIDE 4 SECURED THROUGH H SECURE TO BLOCK W/1-1/4' NON-STRUCTURAL 3(1! 6° TAPCONS TAPCON MIN. I-Y4' (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK. MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') 8' CMU WITHIN 8' OF EACH END 4 J�' DRYWALL 18' O.G. MAX SPACING. ❑ I'X4' OR I'X2' P.T. NAILER 2X8cam SECURE TO BLOCK W/1-1/4' ' P.T. X 4' MIN. TAPCONS DOOR CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 TTACH TO 2X PER IS" O.G. MAX SPACING. MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLOCK +3 3/4" iu1 WINDOW TO BLOCK +3 3/4' _ ,, SCALE: N.T.S. 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F W h W U W 0 ti r rn w 4 F A F ti SLJBDIV. 8e LOT: CREEKSIDE LOT #50 PROJECT# 04321.200 050R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: DETAILS 60 MPH EXP. C ARCHrrECT- STATE OF FLORIDA OCT 2 2 2019 MICHAEL C. ANDERSON AR NO 17305 r"ir' a 10 18 19 DATE- / / SCALE: 1/4"=1' — 0" SHEET D 2 E NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES PREFORMED CONTROL JOINT FLANGE OF CONTROL JOINTS T BE WIRED TIED TO LATH • 9' O.C. MAX (VERi.). NOTE: DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ V LEG MAY BE USED TO TEMP. SECURE CONTROL JOINT DURING INSTALLATION FASTENERS TO BE SPACED m. T' O.G. MAX VERTICALLY 0' THICK, 3 COAT CEMENT PLASTER WRB LAYER 02, FORTIF15ER BUILDING PAPER APPROVED METAL LATH FASTENED 4111' (VERT.) O.G. MAX AT SUPPORTS WRB LAYER 01, STUCCO WRAP WOOD SHEATHING OR 1/16' ZIP SHEATHING SYSTEM (11NSTALLED PER MANUF. SFIECS.) 'TO LATH SHALL NOT GAP MIN. BE CONTINUOUS b' TO e• M v. &' TO a• MIN. THROUGH CONTROL JOINTS BUT SHALL BE STOPPED AND TIED AT EACH SIDE. PROVIDE 2X4 BLOCKING PER ASTM C1063 PLACED FLAT MAX. 6' TO S' 1.10.1.4 FROM CONTROL JOINT WHEN \ CONTROL JOINT FALLS ON NOTE: \ FOR TO NAILS OR STRUCTURAL STUD L FASTENERS LATH BE STAPLES IN COMPLIANCE W/ ASTM CI063 2. WIRE TIES TO BE (NO. IS) OM415' WIRE / 3- BLOCKING SHOWN MAY BE IN ADDITIOI)Ir \ TO WALL STUDS REO:UIRED PER PLAN / O"M" TYPE CONTROL JOINT OI. FOLD INWRD • PT. A OI. FOLD INWARD • PT. A 2. CREASE + FT. B FOLD • 4S• O I. FOLD INWARD • ® 1. FOLD INWARD • PT. A PT. A 7. CREASE • IT. B 2. CREASE • PT. B 3. CREASE • PT. C 3. CREASE • FT. C 4. FOLD PT. G OVER PT. B TILL PT. C TOUCHES BOTTOM FLANGE ® ®FOLD NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES FELT UNDERLAYMENT/ 814W31-E ROOFNGJ DRIP E]]GE: OVERLAP 3', EXTEND I& BELOW NOTE: APPROVED BUILDING WRAP SHALL BE LAPPED A MINIMUM OF 6' • VERTICAL LAPS (ROLL ENDS) 4 6' • HORIZONTAL LAPEL. LATH VERTICAL LAP TO BE 1' ALL SEAMS NEED TO BE TAPED WITH FORTIBER SHEATHING TAPE 1 vMIN. LAP METAL LATH X X X METAL LATH / STTUCCOYER WRAP 6" MIN PAPER LAP BELOW ONLY / WRB LAYER 02, FOfRTIFIBER BUILDING PAPER IN LATH IFF-1, 4" OVER L LAP rn2 APER LAP SCALE: 1 1/2' - I'-0' NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES i' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 42, FORTIFIBER BUILDING PAPER WRB LAYER "I, STUCCO WRAP WOOD SHEATHING OR IA6' ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) 4'x4' SELF -ADHERING MEMBRANE FLASHING (COMPATIBLE W/ HOUSE 4• WRAP MATERIAL) OVER APPROVED HOUSE WRAP. FLASHING t0 EXTEND ONtO PIPE I' OR LESS PIS PENETRATION CUT AND OVERLAP ONE SIDE OF / SELF -ADHERING MEMBRANE / FLASHING .STEP *I INSTALL FASTENERS (CLIPS, STRAPS, STAPLES) AS REQUIRED TO SECURE PIPE/ WIM TO FRAMING 6'xb' SELF -ADHERING MEMBRANE FLASHING (COMPATIBLE W/ HOUSE WRAP MATERIAL) OVER 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE CUT AND OVERLAP ONE SIDE OF STEP 02 SELF-ADHERING ELF- D ERING MEMBRANE FLASHWRB LAYER "I, —STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER METAL LATH 6'xb' SELF -ADHERING MEMBRANE FLASHING OVER 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED i HOUSE WRAP. FLASHING t0 EMEND ONTO PIPE 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP, F ASHING TO EXTEND ONTO PIPE %' CONT. BEAD OF SEALANT INSTALL APPROVED 14OUSEUJRAP AIR INFILTRATION BARRIER OVER SHEATHING ELASTOMERIC COATING OVER STUCCO/ G.V. FINISH (SEE TYP WALL SECTION) VERTICAL LATH & PAPER DETAIL WOOD STUDS SECTION PER SECTION R703_7 Exterior lathing and plastering NOTE: SHEATHING f - Exterior use of portland cement plaster SIDE LAPS OF METAL PLASTER BASES SHALL OR 1/16' ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) shall comply with the application requirements of ASTM C 926-12A. BE SECURED TO BUILDING NOTE- FRAMING MEMBERS. PAPER 6• MIN. LAP IF ZIP SHEATHING SYSTEM IS Installation of exterior lathing and framing THEY SHALL BE TIED INSTALLED, PLEASE SEE shall comply with ASTM C 1063-12A. BETWEEN SUPPORTS MANUFACTURERS WITH 0.0415-IN. (121-MM) STUCCO A' LAP' LATH WIRE AT INTERVALS NOT 3" LAP ®PAP R INSTALLATION PROCEDURES MORE THAN 9' (229-MM). AS PER ASTM C1063 ,B.I. FIFE FEN TRATION DETAIL «R41`1 l ® KI C KO U T NOTE: FOR REPAIR OF TEARS N.T.Q. HORIZONTAL LATH DETAIL M Y B LAYERS, TEARS MAY BE PATCHED & PAPER DETAIL W/WOUSE WRAP TAPE PER MANUF. SPEC. OR PEEL 4 STICK FLANGE L WATER TIGHT SEAL FOLD, 2Q MM CUT. ) ' T441GG 3 COAT CEMENT PLASTER (FRAME), In' 2 COAT CEMENT I'LASTER (CMU) WRB LAYER 02, FORTIRBER BUILDING PAPER (FRAME ONLY) WRB LAYER 01, STUCCO WRAP (FRAME ONLY) LAP LAYERS OP BUILDING WRAP OVER NAILING FLANGE, STOP WI® AFr`ROX. I V ABOVE SHINGLES (FRAME ONLY) e. FRAME OR CMU EXTERIOR \ ROOrAU4LL SCREED SxS UA4LL FLASHING f3 KICK -OUT FLASHING (WE DETAIL) \ O SHEATHING, MECHANICALLY FASCIA WRAP FASTEN 4' OL. MAX. NOTE, INSTALL KIGKOUT FLASHING AT BOTTOM OF�Roor WALL INTERSECTION8 WATER TIGHT SEAL (BEND OR SOLDER Do NOT CUT) Z z ROOF CEMENT NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES ,2 L„ 7/16' ZIP SHEATHING SYSTEM ( INSTALLED PER MANUF. SPECS.) OR -L000D SHEATHING OR CMU -LURE LAYER 01, STUCCO WRAP (FRAME ONLY) 8" THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2" 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WR5 d TAPE OVER ROOF/WALL SCREED 51X511 'ILIA TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS FLAS HIN DRAINAGE PLANE (UJR5 LArER 1*1, STUCCO UJfRAI=) UJR5 LA''I'ER #2 (FORTIF15ER BUILDING PAPER) METAL LATH STUCCO LJOOD SHEATHINCH OR 'I/16' ZIP SHEATHING SYSTEM ( INSTALLED PER MANUR SPEGS.) SELF-ADHESIVE FLASHING - - - NOTE- 1 ITAL LATH: LATH TO 5E PER SECTION fR103.7.1 / ASTM C-a4-1-0S, M1N. 2.5 L55. 1=ER 50. IrARD (UTILIT*' OR NOt* ANAL LATH DOES NOT 1" EET 5i=F CIFICATIONS) 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA32901 PH: 321-802-3591 www.abdesigngroup.com y AA #: 0003325 � u �9 uS � I F. k 0. U3 i w _W Ell �a K u , e ` I � k g SVBDIV. 8e LOT: CREEKSIDE LOT #50 PROJECT# 04321.200 050R1 MODEL 4EBB "r1828-CALI'r GARAGE STaNG: RIGHT PAGE: WALL ASSEMBLY DETAILS 60 MPH EXP. C 00 ARCHrrECT STATE OF FLORIDA { OCT 2 2 2019 MICHAEL C. ANDERSON II AR NO 17305 001 PRINT 10 18 19 DATE: / / SCALE: 1/4"-f-0" SHEET dY Al a . rL.,pa-. Qu jF NOTE: IF ZIP SHEATHING SYSTEM IS STALLED, PLEASE SEE t-14NUFACTURERS INS LLATION PROCEDURES LI x BACKER ROD BACKER ROD WRB LAYER "I, STUCCO WRAP INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDES) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. VENT CAP IS TO BE S IN BED OF SEALANT AT TOP ND SIDES ONLY. SEAL T IS TO BE TOOLE AS DEFLECT WATE AW Y F JOINTS. E- E L AROUND SEALANT ALL J T D INTERSECTIONS SEALANT AT PERIMETER OF OVABLE FRAME AND STUCCO i ALL SIDES, Ya' CAULKING a JOINT LL AROUND PER SECTION R703.7 Exterior lathing and plastering Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926-12A. i stanation of exterior lathing and framing Xsh I comply with ASTM C 1063-12A. i X HOODED T X THICK, 3 COAT EMENT PLASTER METAL LATH WRB LAYER "2, FORTIF15E BUILDING PAPER WOOD SHEATHING LEGEND DRAINAGE PLANE (WRB LATER #1, STUCCO WRAP) WRB LAYER *2 (1=0RT11=1BER - - - - - BUILDING PAPER) METAL LATH x-x x-x STUCCO WOOD SHEATH INCH OR -7/16" ZIP SHEATHING SYSTEM ( INSTALLED PER MANUF. SPECS.) SELF-ADHESIVE FLASHING NOTE - METAL LATH. LATH TO BE PER SECTION R-103.1.1 / ASTM C-04-1-09, MIN. 2.5 LBS- PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPEC11=1GATION5) STUCCO FINISH 6" SELF ADHESIVE OVER TOP E SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT; SEALANT a TOP d SIDES 0 DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH WALL 6' SELF ADHESIVE FLASHING (INSTALL PER MANUF- SPECS.) BUILDING PAPER UNDER 'QUICK FLASH' I/ IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES ENT PENETRATION 1i SCALE: N.T.S. ELEC. METEF VERIFY LO /AMMA Iv K=(mot=lv>= STUCCO SCRATCH COAT # 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION METER FIELD =Y LOCATION Y STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METEF: CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLENDFOAM r("GREAT STUFF" OR SIMILAR) i APPLY A SILICON BASE SEALANT AT POINT THAT ELEC- WIRE PENETRATES w , I ,/ . I M,...,..:0 SCRATCH , COAT LARGER THAN THE ELEC. 1" IETER CAN OR METER CAN COM50 OR METER CAN AND DISCONNECT O ELECTRICAL CONDUI'P PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WR5 LAYER 41, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW CUT SUCH THA NO MEMBRANE ENTERS BOX, APPLY TO FA( EDGE APPLY E-Z BEAD — OVER 60 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS STEM' *I] - 5 T E F *13 •e•o. o.o y .o o. •o o. o• .o .o O. o. •o .o O• o. .O .O O. o . e.e.o.o 1/16' ZIP SHEATHING SYSTEM INSTALLED PER MANUF. SPECS.) OR WOOD SHEATHING WRB LAYER "I, STUCCO WRAP WRB LAYER 02, FORTIF15ER BUILDING PAPER METAL LATH WOOD 1/8, TEXTURED GONSTRUGTION • f —FINISH' WOOD FASTEN TO WOOD STRUCTURAL MEMBER • l' O C. MAX a, CMU /—S TOMID-WALL i WEEP SCREED �Q �J 6' WIDE STRIP SELF -- ADHESIVE FLASHING, GLEAN MASONRY BEFORE APPLYING TEXTURED FINISH • MASONRY 7B HORIZONTAL WEEP SCREED (FRAME TO BLOCK) NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES I WRB LAYER 01, STUCCO WRAP Ak CUT 'X" INTO \ SELF -ADHERING x MEMBRANE FLASHING \ APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRBLAYER * APPLY 60 MIN - GRADE 'D' FELT OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP STF #2 WRB LAYER 01, STUCCO WRAP SELF -ADHERING Ell MEMBRANE FLASHING WRB LAYER 02, FORTIF15ER BUILDING PAPER 5 T E f #4 ELASTOMERIC COATING OVER STUCCO/ G.V. FINISH 5 (SEE TYPICAL WALL SECTION) METAL LATH 1 5TEF *15 5 T E 1= 1*r? (: ) ELECTRICAL RECEPTACLE 551 S. APOLLO BLVD., SUITE 202 J VIELBOURNE, FLORIDA 3290J PH. 321-802-3591 www.abdesigngroup.com AA #: 0003325 SUSDIV. & LOT: CREEKSIDE LOT #50 PROJECT# 04321.200 050R1 MO DEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 60 MPH EXP. C ARCHITECT: STATE OF FLORIDA OCT 2 2 2019 MICHAEL C. ANDERSON AR NO 17305 PRINT 10 16 19 DATE- / O SCALD: 1/4"=1' - 0" SHEET 551 S. APOLLO BLVD., SUITE 202 ELBOURNE, FLORIDA 32901 PH: 321-802-3591 www. a b d esi g ngrou p. co m AA #: 0003325 F 64 W U 44 Q1 O F, 0. v h W 4 F A Ci ti SUBDIV. & LOT: CREEKSIDE LOT #50 PROJECT# 04321.200 050R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 60 MPH UP. C ARCHrrECT-- STATE OF FLORIDA ALA OCT 2 2 2019 MICHAEL C. ANDERSON AR NO 17305 PRINT 1918 DATE: 10 / / SCALE: 1/4"=1'-0" S14E�E�T r V C A3 irlLf. COPY i.. 2xro SUB-BANb W/1 "x4" NOTCH a END, WRAPPED IN PEEL 4 STICK DRIP EDGE 1/5" TEXTURED FINISH a WOOD 1/2" TEXTURED FINISH a CMU METAL FASCIA WRAP Ya' FROM STUCCO, 1" FROM WOOD WALL EXTERIOR WALL (FRAME OR CMU NOTE: NOTCH FOR 2X6 SUB BAND ONLY " 11 II II I I I 1 1 1 I 1 / 1 1 I \I 111 ) 11 1 1 METAL FASCIA WRAP 2X6 SUB HAND O 1/6' TEXTURED FINISH ® WOOD, 1/2' TEXTURED FINISH w CMU I ; �—METAL LATP X. "I WOOD SHEATHINGS OR CMU WRB LAYER 01, i STUCCO WRAP (FRAME ONLY) WRB LAYER 02, FORTIF15ER EsuILDINPAPER FRAME OR CMU (FRAME ONLY) ROOF KICK OUT REMOVED FOR CLARITY ROOF DECK (BEYOND) DRIP EDGE, 1" OFF WALL (NOT INTO STUCCO) 1-1/5" TEXTURED FINISH 6 / WOOD, 1/2" TEXTURED / i FINISH 6 CMU 2xro SUB -BAND W/1"x4" NOTCH 6 END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I" OFF WOOD WALL. SUB BAND 2" OFF WOOD WALL ROOFING CEMENT DRIP EDGE METAL KICK OUT NOTE: IF ZIP SHEATHING PLEASE SEE MA' PROCEDURES PRE-ENG'D TRUSS TO BE CUT 6 WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2 "x4 "x4' - m" SCABBED TO TRUSS W/126 NAILS roll-allO.G. MAX. 2x SUB -BAND W4V2"x4" NOTCH 'a END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL SUB BAND DETAIL Cal WALL W./KICK-OUT- FELT PAPER DRIP EDGE (REFERENCE POINT ONLI`, FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y¢" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/IYllx4" NOTCH a END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT m ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFFM SET OF COPONENTS) METAL FLASHING, WRAPPED MIN. Y4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/V2"x4" NOTCH a END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT 6 ROOF EDGE OMITTED FOR CLARITY 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA 32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F W U 0 a w 4 a SV$DIV. 8e LOT: CREEKSIDE LOT #50 PROJECT* 04321.200 050R1 MODEL: 4EBB "1828-CALI" CGARAGE SWING: RIGHT PACE: WALL 1 ASSEMBLY DETAILS: SUB -BAND 60 MPH EXP. C ARCHTECT: STATE OF FLORIDA OCT 2 2 2019 MICHAEL C. ANDERSON AR NO 17305 PRINT 10 18 19 DATE• / SCALE: 1/4"=1'— 0'l SHEET WA6 LA 39'-8„ 12'4' '-4" 7'-4" '4" ` 1 T-4' 10'-4„ n 10' 0' FM-12X12 -] 16'-0" 3'-4' 'I N co 4" CONC. I 0D I N T ~ SLAB I CD io d � Lu c� , ILL °a�I 3 *3 1/2 1.1 Ll L7 77 LJ r — _ EXTEND 1 — FM-12X18 i -_ IS B 1 i/2 1.1 I n ! op I v I QO U _ n I O a - irk i co 0101, L TOP OF di SLABco F.� - XI N - ° co LJ I. LLI .. op op r. i r, IX N �z I I� W ,4 op I 5'-0„ v 15'-8" n I 4„ PVC CHASE TE-1 W J _ LJ I I I 4" CONC. SLAB 5 1/2 ° 0' " 0 2'-8" 17'-8" co T�oF co 5 3'-0" SLAB op 1:1 I N III I o I OD r ate N NI W U I. L a0 � o N LLI i 1 EXTEND � in SLAB 1 1/2' 2 14" CONC. r LLI co FM-12X18 co 1.1 Lu WI N NSLA n TI 6�LL I —_ 34„I*31/2 o LL 2 J, a? V-71/2' 1 1 1 L 1.1 FM-12X18 1.1 J MC-12X18 FM-12X18 FMC-12X18 FOUNDATION PLAN SCALE::1/4" = 1'-0" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE+-0'-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +4-0", SEE SURVEY PLOT FOR NGVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADS: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.01INDICATED #5 BAR, DINDICATES #6 BAR,■INDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90 HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6 36"), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I.530-13/ASCE 5-13, BUILDINC:. CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I.530-13/ASCE 5-13, USING: F'm _ 1,500 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER s OF SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR WWM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 6th EDITION SLAB,SCHEDULE SLAB ` THICKNESS ,' REINF. REMARKS 6x6 W1.4xW1.4OVER GENERAL 3 1/7' 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE ! I PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG TE-1 8" SEE PLAN 101, 2 #5's (+)0"-0" FM-12xl2 12" CONTINUOUS 12" (2) #5's + 0"-0" FM-12xl8 12" CONTINUOUS 18" (2) #5's #5's (+)0'-0" (+)0"-0" FM-16xl8 16" CONTINUOUS 181,(2 FMC 12x18 12" CONTINUOUS 181, (2) #5's #5 IN CURB VARIES F-24x24 24" 24" 12" s s SECURE - STRAP TO GONG. W/ (2)-3/16'X2' TAP-CONSI CONC.- SLAB A/C SIMPSON U5 UNIT ROLL STRAP OR EQUAL EACH CORNER OF UNIT SECURE STRAP TO UNITS UJ/ (2) M'8xl 1/4 SI-IT MTL SCREUJS A/C CONNECTION TO PAD DETAIL 551 S. APOLLO BLVD., SUITE'202 MELBOURNE, FLORIDA 32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 CREEKSIDE LOT #50 PROJECT# 04321.200 /050RI im ODEI.: 4EBB "I A9A—CALI" 0 GARAGE SWING: RIGHT PAGE: 1 FOUNDATION PLAN la U MPH EXP. C =TAT OF FLORIDA -X 2 2 2019 L HAEL C. ANDERSON OCTAH O 175 v PF R.1. T DA Z: 10/16/19 SCALE: 1/4"=V-0" C{ SHEET sl Al /+ �Eea Aim" CC, z � 1 1 STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND } SPACING REQUIREMENTS <� ¢w m co J 1jI m u _ Z 8" CMU WALL 0 co 0 co SEE SLAB SCHEDULE EXT. PORCH SLAB 4" CHAMFER (1-STORY) W11/2" ISOLATION 6" CHAMFER (2-STORY) JOINT (WHERE APPLICABLE) Z SEE SCHEDULE FOR WxD, BAR SIZE N AND BAR QUANTITY TOP OF SLAB 'r BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 42" EXTERIOR MONO -FOOTING SCALE: 3/4"=V-0" I QIL a ~ mw U V J ¢ a OU o z m co - EXT. PORCH SLAB W/ 1/2" ISOLATION JOINT (WHERE APPLICABLE) Z_ (V STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS m w ¢ all CMU WALL +- 0'-0' TOP OF SLAB a I'7t V 4R IES l SEE SLAB SCHEDULE TOP OF GARAGE 4" CHAMFER (1 STORY) 6" CHAMFER (2-STORY) • ' SEE SCHEDULE FOR WxD, BAR SIZE' AND BAR QUANTITY \EXTERIOR MONO -FOOTING w CA W _l 0 0- 2"CAPPED j U GALVANIZED PIPE 0I' 0- W/FLANGE @ BASE m, J J . o <m ¢ co ¢ = m I00 SECURE FLANGE TO H SLAB W/(4) 1/4" X 21/4" Z, -t TAPCONS wIQ 0 BOLLARD SCALE: 3/4"=V-0" LA LATE A MIN. OF 48" P 1VIP PANN W/ 16d COMMON NAILS, 2- WS, 4" O/C BTM: LAP TO OC ROVER STUD 2x4 OR 2z8 WOO FARING - WALL W/ SYP No 2 UDS SEE PLANS FOR SPACING. INGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLAT STOP OF SLAB VERIFY HEIGHT OF WALL W/ PLAN j E BLOCKIEB . PLATE TO/ d MASONRYNAIL TAGGERED.ONALMETALCTORS NOT QUIRED WHEN NO PLIFT IS PRESENT. SEE SLAB SCHEDULE /rl SEE SCHEDULE FOR WxD, BAR SIZE D BAR QUANTITY 9 INT IO FOUNDATION W OD WALL SCALE:3/4"=V-0" (NO LIFT) GARAGE SCALE: 3/4"=V-0" NEW REINF. BAR SECURED W/2-PART EPDXY. MIN. EMBED 8", UNO FOLLOW ALL MANF. SPECIFICATIONS FOR USE AND PREPARATION OF f4 HOLE. 0 4" CHAMFER (1-STORY) 6" CHAMFER (2-STORY) ADDING BAR TO MONOLITHIC FOUNDATION s} ¢ H COW U 00 J m CO O STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 8" CMU L 7 le ifl---------��---� SEE SLAB SCHEDULE z "ISOLATED" COLUMN PAD cl CENTERED UNDER WALL AND POURED MONOLITHICALLY WITH --- — FOUNDATION AND SLAB SEE SCH ULE FOR WxD, BA SIZE AND BAR QUAN TY MBINED EXTERIO MONO- OOTING AND COL. P 10 SCA :3/4„-1,_0„ j TOP( 30" MIN. EACH WAY FOOTING -F Y D I v G p F- 1 r FM CORNER BARS, SAME SIZE AS BAR IN FOUNDATION WITH 30" LEG EACH WAY AT ALL CHANGES IN DIRECTIONS - SO THAT THE STEEL REINF. IS CONTINUOUS MATCH AMOUNT OF CONTINUOUS BARS U- CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), LINO MONOLITHIC FOUNDATION CORNER BARS DETAIL P TOP PLATE A MIN. OF 48" A NAIL W/ 16d COMMON NAIL "2-ROWS, 4 O/C BTM: LAP TO CCUR OVER STUD 2x4 OR 2x6 W D BEARING - WALL W/ SYP No 2 STUDS SEE P S FOR SPACING. SINGLE BT . LATE TO BE PT. PROVIDE DBL_ P PLATE USP SPTH4 OR SPTH6 BTM � AND TOP PLATE ANCHORS W/ 10d x 1 1/2" COMMON NAILS FILL ALL HOLES, DO NOT USE 10dx3Y SCALE 3/4"=Y-0" �— VERIFY HEIGHT OF WALL W/ PLAN PROVIDE BLO NG AE R PLATE TO SLAB W/ GE ANCHOR W/ R SET IN HIGH STRENGTH SLAB SCHEDULE EQ. EQ. SEE:SCH ULE FOR WxD, BAR ZE AND BAR QUANTI INTERIOR CURB FOUNDATION WOOD W SCALE: 3/4"=V-0" (W/ U P L POURED LINTEL CONT. (TYP.) 8" CMU FILLED CELL{TYP.) 2X WALL FRAMING 1/2" DIA. USP 725OSD BOLTS 5" MINIMUM EMBEDMENT INTO GROUTED CELL, 4" FROM ENDS AND 16" O.C. VERTICALLY MAX INTERIOR FRAME BRG WALL TO BLOCK WALL CONNECTION SCALE: 3/4"=V-0" Zu ¢ J J � U) m wW w= cn U 0 ea RECESS AROUND GARAGE DOOR OPENING SCALE: 3/4"=l'-F LAPTOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. LAP TO OCCUR OVER STUD 2x4 OR 2x6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. VERIFY HEIGHT OF WALL W/ PLAN PROVIDE BLOCKING FOR ,NRY SET EV: PROVIDE DBL. TOP PLATE I I SECURE BT. PLATE TO yll .V 'll- SLAB W/10d MASONRY NAIL 16" O/C STAGGERED. ADDITIONAL METAL CONNECTORS NOT REQUIRED WHEN NO w UPLIFT IS PRESENT. = SEE SLAB SCHEDULE m P' j )F SLAB r EQ. EQ. SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY INTERIOR CURB FOUNDATION WOOD WALL SCALE: 3/4"=V-0" (NO UPLIFT) j1 1 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA 32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 BDIV. & LOT: �I �l CREEKSIDE LOT #50 k ROJECT# 04321.200 050RI MODEL: 4EBBI "1828-CALI" Y: GARAGE sWIN Ca RIGHT DETAILS l� 60 MPH EXP. AROHIT'EOT• STATE OF FLORIDA : --OCT 2 2 2019 ICHA .L. C. ANDERSON§ AR, NO 17305 ffmirc � 'k 110/18/19 a . —'sa 1 4"=1'-0„ SHEET Sll ";� s 2 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA 32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 P p� el S k� U d ti 6, +i q O dS 29TYBIDICV. 8e LOT: f flfl "REEKSIDE LOT #50 -PROJECT# 04321.200 050R1 ODEL• 4EBB "1828—CALI" Cv4,ARAGE SWING: 3 RIGHT �y DOWEL PLAN a 1 0, MPH EXP. C —AR-Ci—I-.s""CTv STATE OF FLORIDA r OCT 2 2 2019 1 1 MICHAEL C. ANDERSON AR NO T7305 FPD11ITNF� 018 19E: 1/4'„=1O,e . DOWEL PLAN SCALE: 1/4" = V-0" S1.2 r , 0; �I TIE VERTICAL REBAR TO HORIZONTAL h REBAR W/ 10" HOOK GROUTED BOND BEAM VARIES PER ELEV: Z i ' II I I [- a I p CLEAN OUT REQUIRED m FOR INSPECTION m IO co 0'-0" FIN. FLR. TIE ERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK ZLU c� O U HORIZONTAUVERTICAL REINFORCING BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 1 42" Z STEEL REINFORCING IN GROUTED FOR r CELL SEE PLAN FOR SIZE AND L O} SPACING REQUIREMENTS coIT tL J Ir U) = Z 8" CMU WALL O co CD+ 0' 0" +- 0.0" M TOP OF SLAB TOP OF SLAB SEE SLAB SCHEDULE Z w BAR SIZE 48 BAR DIA; > EXT. PORCH SLAB 4" CHAMFER (1-STORY) h a W/ 1/2" ISOLATION 6" CHAMFER (2-STORY) #3 18' U JOINT (WHERE #4 24" T APPLICABLE) Z MATCH STEEL #5 30" REINFORCEMENT 6" PVC CHASE - PER SCHEDULE #6 36" 6" PVC CHASE THRU FOOTING THRU FOOTING #7 42" MATCH STEEL SEE SCHEDULE REINFORCEMENT FOR WxD, BAR SIZE PER SCHEDULE AND BAR QUANTITY PVC CHASE, 4 THRU FOOTING SCALE: /4"=1'-0" #5 BARS FEII �jo 8" co co •• 1 CMU UNIT DIMENSIONS w ARE NOMINAL SIZES y r� MASONRY SYMBOLS )�( 3SCALE:3/4"=l'-0 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA 32901 PH: 321-802-3591 a www.abdesigngroup.com AA #: 0003325 K 0 ti F a rl t W� I 9 , } jI CREEKSIDE f LOT #50 ( 3'ROJECT# 04321.200 050R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT u DETAILS f MPH EXP. C tiw r A „ STATE OF FL_00DA OCT 2 2 2019 MK�iAEL Cvc r fa t—1 AR C'3; k : 10 18 19 SCALE: 1 /4"=1' — O" SkMET S1e2�G IP FRAMING NOTES`. 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 W/ (9) 1 Od x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 1Od x 1 1/2' HDG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 1Od x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ('I ARE TO MATCH CONNECTOR FINISH. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" 'x 2 7/8" LONG, WITH WASHER @ 16" O.0 10. TRUSS REACTIONS AND, UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12.'ALL ELEVATIONS ARE REFERENCED FROM 0' 0", FINISH FLOOR. UNLESS BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.Q.L. = BOTTOM OF LINTEL / T.O.A. = TOP OF ARCH / T.O.S = TOP OF ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. -'FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION f'c (psi) SIZE W'xH' REINFORCEMENT STIRRUPS REMARK$ BTM. TOP MID . SIZE SPACING BB1 MASONRY 3000 8x8 — 1 (1) #5 1 — N/A — GROUTED SOLID u "CAST-CRETE" „SAFE LOAD TABLES SAFE -LATERAL LOADS FOR SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 8" PRECAST & PRESTRESSED U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS Cwar�wnr SAFE LOAD- POUNDS PER LINEAR FOOT 4cor* m ,� SAFE LOAD PLF *wr-4~ . SAFE LOAD - POUNDS PER LINEAR.FOOT TYPE LENGTH 8U8 3F8-DB 8F12-0B 8F16-0B 8F20-08 8F24-0B 8F28-DB 8F32-05 TYPE LENGTH 8U8 8F8 RCMU TYPE LENGTH 8F8-1T 8F12-iT 8F16-1T BF2D-1T 8F24AT 8F2a-1T BF32AT 8F8-18 BF12-18 BF16-1B BF20-1B 8F24-iB BF29-16 8F32-1B 8F8.2T BF12-2T BF16-2T BF20-2T 8F24-2T BF28-2T BF32-2T 3'-6" (42"} PRECAST 2231 3089 3719 5163 6607 8054 95D2 10951 3' 6" (42"} PRECAST 1025 1024 1598 T-6" (42') PRECAST 15®® 2655 3524 4394 5263 6132 7001 3069 46D5 6113 7547 89T4 10394 11809 1509 2655 3524 4394 5263 6132 7001 4'-0" (48") PRECAST 1966 2561 2751 3820 4890 5961 7034 310T I 4'-0" (48") PRECAST I 765 763 1309 4'-0" (48") PRECAST 1363 2305 3060 3615 4570 5325 6079'. - u I 2693 4605 6113 7547 8974 10394 11809 1363 2305 3060 3815 4570. 5325 6079 4'-6" (54") PRECAST 15gg 1969 2110. 2931 3753 4576 5400 6224 4'-6" (54') PRECAST 592 591 1073 4'-6" (54") PRECAST 1207 2040 2707 3375 4043 4711 5379 2189 4375 6113 7547p) 8672 10294 11809 1207 2040 2T07 3375 4043 4711 5379 5-4- (64") PRECAST 1217 1349 1438 1999 2560 3123 3886 1 4249 64' (64") PRECAST 411 411 745 5-4- (64") PRECAST 1016 171�") 2276 (4) 2838 3399 3961 4522 1663 3090 5365 7547139) 7342,,, 8733pe) 10127p9) 1016 1715 2276 2838 3399 3961 4522 ( ) PRECAST 1062 1105 1173 1631 2090 2549 3009 347070" -10" (70") PRECAST 6-10"5'-10" 340 339 616 5-10" (70") PRECAST 909 1567+,e, 208g13) 2593 pj 31071s) 36201n, 4133 13) 1451 2622 4360 7168µs) 6036p9) 7181(l B329 p9) 929 1567 2080 2593 3107' 3620 4133 6'-6" (78") PRECAST 908. 1238 2177. 3480 3031 3707 4383 5061 6' " 78" PRECAST -6() 507 721. 490 6'-6" 78" PRECAST () 8381z 1407p") 1860z, 2329,s 279q, 325111 371202) 1238 2177 3480 5381 6360 10394op 8825p4) 835 1407 1868 2329 2790 3251 3712 T-6" (90") PRECAST 743 1011 1729 2632 2205 2698 3191 3685 T-6" (90") PRECAST 424 534 363 T-6" (90") PRECAST 7271, 1 1624131) 202512") 2426(;n) 28271za) 32281za) 1011 1729 2881 3B96 5681 846714aj 6472p3) 727 1224 1624 2025 2426 2827 3228 9'�" (112') PRECAST 56q 699 1160 1625 2564 3486 2818 3302 9'-4" (112") PRECAST 326 512 230 9'-4" (112") PRECAST 1591 591 7(8 zs) 113613a) 147434 1815ya 21573a) 2500 s4 752 1245 1843 1 2564 3486 I 4705i3r) 639014r7 862. 1318 1843 1989 2294 2819 - 10'-6" 126" PRECAST ( ) 475 1U-6" (126") PRECAST 284 401 180 10'-6" (126") PRECAST 530 575 916 s 11aS,3, 1as1iI3 173ss3 2011 s3 643 052 533 2093 27a1 3643pa) 4754p3) 530 695 1180(e) 1472 (41 1763,2 2065 2346 �± 1 V-4- 136" PRECAST ( ) 362 582 945 1366 1046 2423 3127 4006. 11'-4" 136" PRECAST ( ) 260 452 154 I 11'�" (136") PRECAST 474 ¢3, Boo lan 1372(11) 1643 1913 17531s, 5az s46 366 1846 2az3 3127 400s 474 607 607 1042io) 1D37(,+ ,,) 1643 ,e1 19151s1 2187 `,J 12'-0" (144") PRECAST 337 540 873 1254 1684 2193 2805 $552 12'-0" (144") PRECAST I 244 402 137 12'-0" (144") PRECAST 470 ry) 4581z3 724 p+ 938 pz) 1153(Q) 1369pz) 1585 540 973 1254 1684 2193. 2805 3552 470 550 940(10) 1302, 15601131 1818(11) 20751a) 13'-4" (16W) PRECAST 296 471 755 1075 1428 1838 2316- 2883 13'4" (160") PRECAST 217 324 110 13'4" (160") PRECAST 418(1 Me pz) 607 (3o) 785(3o) 9641io) 1143,1) 1323p1) 471 755 1075 142E 1638 2316 2883 428 460 78019) 11591211 1418im 165319) 1887117 M� rf .u' 21 u i'' f, 14'-0" (168") PRECAST 279 424 706 1002 1326 1697 2127 2630 14'-0" (168") PRECAST 205 293 100 14'-0" (168') PRECAST 384 p 358 (n) 560 (n) 724 po) 889 ") 1054m) 12201ao) 442 706 1002 1326 1697 2127 2630 :.410 425 717 (9) 1083 p, 1358iz3, 1582(M 1807 1) 14'-8" (176") PRESTRESSED N.R. NR NR NR NR NR NR NR 14'-8" (176") PRESTRESSED N.R. 284 91 14'-8" (176") PRESTRESSED - 239 334 p1) 520 (29) 672 (29) 825 pa) 978 (9) 1131(3o) 458 783 7370 1902 2245 2517 2712 246 1 395 863.0 980 pn) 13031se 1518 1734 za 15'-4" (184") PRESTRESSED N.R. NR NR NR NR NR NR NR 15'-4" (184') PRESTRESSED N.R.59 . 83 15'-0" (184") PRESTRESSED 224 3131zo) 4861zs1 627 p9) J69 pa, 911 as, 1054 1 412 710 1250 1733 2058 2320 2513 230 368 616 )9) 90B am 1240iz3> 146Dpn 1668ps) 1T 4" (208") PRESTRESSED N.R. NR NR NR NR NR NR NR 1T�" (208") PRESTRESSED N.R. 194 64 1T�" (208') PRESTRESSED 187 263 p9) 405 521 7) 638 p0 756 873 ) 300 546 950 - 1326 1608 1849 2047 192 306 508 (a) 740 pal 10051zr1 1271p11 1473 p1) v.: 19' 4" (232") PRESTRESSED N.R. NR NR NR NR NR NR NR 19' 4" (232")PRESTRESSED N.R. 148 52 19'�" (232") PRESTRESSED 162 229(17) 348 psi 447 ps) 547 p5) 64T ps) 747 (zs, 235 420 750 1037 1262 1515 1716 168 263 428 623 p7 841 1ze, 1059139 1227 0 1 21'-4" (256") PRESTRESSED N.R. NR NR NR NR NR NR NR 21'-4" 256" ( ) PRESTRESSED N.R. 125 42 21'-4" 256" PRESTRESSED ( ) a2 204 pa) 307 p3) 393 pa) 46D iz 88 p 1 855 pq 180 340 596 845 1114 1359 1468 142 1 232 373 (7) 537 (171 721 (zs, 905 Re) 1048 s) (264") PRESTRESSED N.R. NR NR NR NR NR NR NR 22'-0" (264") PRESTRESSED N.R. 116 40 22'-0" (264") PIiESTRES$ED185 379 p3) 462,,) 546p3) 630 s22'-0" 315 550 784 1047 1285 1099 513 p7) 6881za 863NR (288") PRESTRESSED N.R. NR NR NR NR NR NR 24'-0" (288") PRESTRESSE N.R. 91 33 24'-0" (288") PRESTRESSED m 3421z1) 416 1z7) 492p1, R1 66724'-0" 129 250 450 654 884 1092 1222 455 pe) 8061z37... 757 p7) 878 (zr) THE NUMBERS IN PARENTHESIS REDUCTIONS FOR GRADE 40 FIELD ARE ADDED PERCENT REBAR. (#) THE REDUCTIONS NUMBERS IN FOR GRADE PARENTHESIS 40 ARE FIELD ADDED PERCENT REBAR. o- -ALL VALUES TAKEN FROM "SAFE LOAD TABLES" BY CASTCRETE MAY 2015 EDITION -ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS ICI PRECAST PRO�IDE PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE MINIMUM 4" OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE :- A r� DIVISION ACCEPTANCE #: 16-0126.03 III. III ---------------� 1 ♦ 8F16-1T/OM/OB GT 1 0 ♦ � 0 1 1 0 ,♦ �� o 1 y 1 � 1 e---- --------�{00 1 0L------------------- --'!1 1 ♦ 8F16-1T/OM/OB ♦ J 8F16-iT/OM/OB 8F24- 1 ♦♦ ♦ 1 T/OMlOB �� ♦� 1 1 `♦ ``♦ ♦♦♦ 1 ,♦♦ ♦♦W�, 1 %♦ A* 1 10 l0 2 1LL LL 1 1 1 I 1 LINO, PROVIDE BB1 WHERE 1 ROOF TRUSSES BEAR, TOP 1 OF WALL EL. 8'-8", LINO. 1 1 I' 1 , 1 l 1 i 1 1 � 1 � 1 1 8F8 1 j iT/OMi 1 �4# 1 �♦ 1 1 1 ♦ 1 1 ♦♦ 8RF 1 8F16-1TlOM/OB 1 1 ----------1----------j 1 1 1 1 1 1 1 1 I 1 i 1 1 1_ 1 1 ♦ I 1 ♦® 1 1 1 1 1 M/OB 8F28-1 T/OM;'OB 1 T _1 LIFT BEAM PLAN SCALE: 1 /4" = V-0" 4 551 S. APOLLO BLVD., i� SUITE 202 MELBOURNE, IFLORIDA 32901 PH: 321-802-3591 q www.abdesigngroup.com as AA #: 0003325 FA cl a a r1 � E. 0. Q4 w (r N 1 T:� g �59tqu1Yf:3�ar "iY�'}7''. CREEKSIDE LOT #50 PROJECT# 04321.200 050R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: LIFT BEAM PLAN AND NOTES J60 MPH EXP. C ARCHRECT. STATE OF FLORIDA �f OCT 2 2 2019 MICHAEL C. ANDERSON, AR NO 17305 PRINT 10 18 19 DATE: I I SCALE: 1/4"=13-0" x_ SHEET 9 a a NOTES TO THE INSPECTOR/CONTRACTOR TYP.S„xs„ - co 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM-1 #5 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. �G\ 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARINGIf $ PLACE STEEL HEIGHT. �O REINFORCING (1-2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND ��Ca� AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 \ TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8"x16" ro 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH LINTELTHE BOTTOM BOND BEAM T „ COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL O #5 CORNER BAR W/ 30 LAP FOR EACH 1#5 r" COURSE OF BOND BEAM REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE r� TOP OF THE LINTEL: B„ j 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEER — is VERTICAL REBAR W/ 10" HOOK 8x16 DBL. BOND TOP OF BEAM W/ (1) #5 BAR AAy BOND BEAM EACH COURSE 8x8 BOND BEAM TOP OF a • OQ��\\J W/ (1) #5 BAR BOND BEAM F F = FILLED W/ GROUT ) { O 30" TYPICAL -(\� IU =UNFILLED GROUT SOLID FROM TOP f y1\� NOMINAL LINTEL TO TOP OF BOND a OF OPENING WIDTH # OF #5'S, IN 2ND BOND BEAM I BEAM COURSE #5 BAR IN BOND BEAM � SEE NOTE 5 �I I^I 1 i T 1 nn R 16— I 1 / I I V I/O B LINTEL W/ (1 #5 BAR Q0 �C�G NOMINAL �� O I � LENGTH FBAR =WIDTH OF MASONRY � P G O P HEIGHT # OF #5'S, TOP 8 OPENING - 2" CORNER BOND BEAMCouRSE QR BEAM DESIGNATION REINFORCING O F BOND BEAM IT IS THIS ENGINEERS INTENT # OF #5'S, BOTTOM 8x8 PRE -CAST CONCRETE 2 SCALE: 3/4"=1'-0' THAT XFXX - IT/1M/013 INDICATES A DOUBLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (1-1) REFER SCALE: 3/4"=1'-0" TO PLAN FOR LOCATIONS AND XFXX - 1T/0M/0B INDICATES A SINGLE BOND BEAM TOP OF OPENING PRECAST HEADER(MIN) 2x4 (MIN 2 X 3)1-3/16 " PCON OR DRIVE PIN (MIN l S K SIZE.145 MIN HEAD WINDOW SIZE . MIN EMBEDMENT 1 1/4") 8" FIR EACH END AND 18" O.C. MAX. 1-1/4" _ EMBEDMENT '^ 2x6 (MIN 2 X 3)2-3/16 TAP. PRE -CAST 3 1/41, OR DRIVE PIN (MIN SHANK WINDOW SIZE.145 MIN HEAD SIZE .300 SILL MIN EMBEDMENT 1 1/4") 8" SLOPE FROM EACH END AND 18" T O.C. MAX. MIN 1-1/4" co EMBEDMENT ( 2x8 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MI SHANKSIZE.145 MIN H D SIZE .300 MIN EMBEDM 2X4 SOLID BLOCKING G 1/4") 8" FROM EACH END SECURE TO SHEATHING W/ EMBEDMENT. MIN 1-1/4" MIN. PER BLK. EA. END I' 7M61',OSB SHEATHING TYPICAL MASONRY WINDOW cMuwALL SILL CONSTRUCTION ARCHWAY FRAMING DETAIL 5 F .. SCALE: 3/4"=V-0" e e, I m 43 i F,= d A f e r$ r ` SINGLE #5 CORNER BAR, 30x30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM r as H °Cy j PROVIDE #5 BAR EACH SIDE STEEL REINF. OF O LEVATION j BOND. BEAM CHA E s CHANGE IN ELEVATION OF BOND SEAM 7 SCALE: 3/4"= 1 `fl I Y: I R f, r:%a` _Iww ;sN�..'_ .. :.a t':!'_:: .0 Po"4' .$ ^,'. P'i?k + '.m as,T� C.. 'c ..P„�^' .,.._..'°„• 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 v r� w L o �j ti I I CREEKSIDE LOT #50 PROJECT 04�p321..200 050R1 p IDICLM 4EBB "1828—CALI" GARAGE SWING: RIGHT -GE: I l( Y' DETAILS � 80 MPH EXP. C 00 ARCHrrECT-. OF FLORIDA — - - OCT 2 2 2019 I l ICHAEL C. ANDERSON �" ��1� 24T 10 10 19 T_ ATE: o �_/ / ' SCALE:1/4"=1'-0" SHEET S2e1A F FRAMING NOTES: s 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE �3 CONCRETE TO WOOD ROOF: `I USP HTA16 W1(9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 10d x 1 1/2" HDG NAILS, YA WOOD TO WOOD: USP RT16A OR LUGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER 6, SCHEDULE.' 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS p` ARE TO MATCH CONNECTOR FINISH. ,w 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL ;1 MANUFACTURER SHOWN IN STRUCTURAL PLANS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" 0 x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON .3 RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS K NOTED OTHERWISE. L1' T ' TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT•IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. — 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. r►�+� 4- AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST So FROM THE CENTER OF THE COLUMN. CONNLCI OR SO EDELL II CUNT ROL DAI L:Qi-0S g7 -. Mil ek USN SIMPSONI Milk USP SIMPSON UPLIFT GRAVITY U PLIFT GRAVITY TEN-a< wo-_}, FASTCN IIIITA I6-18 1625 META-16 1450 (HIS10d 811/2'1-PLY, 17)16d 2-PLY, LMULU4" 'xv sX_ .46)1Qd 11f2"1 PLY,(6116d 2-VLY, LMBLD 4" " (1)H1A 16-18 2430 (2)MEI A-16 1985 (12) 10d x 11/2' 1-PLY, LMBLD 4" (10110 . IyM- X L1/2 1.4 1900 --.-... (10116d 2-PLY, EMBCD 4" (14)16 2=VLY,CMBCON 111A 16 1870 ITA-16 1810 (,10),10d% 11/2,(8)16d3I LM �'' (9)10d it/2"1-PLY,(8) 16d2-PLY,UMBED4" I+TA 20 1870 IILTA20 1810 (10) 10d x 11/2',(8) 1682-PLY, EMBkU4". 11/2"1PLY,(9)I6d 2-PLY, EMBL04" } K (1)H1A-20 2420 (2)HLIA-20 2035 (12)10d x 11/2",1-FLY, EMBED (10110c x11/2'1PLY, LMBLD 4" - 1500 (1011fid2-PLY, IM6E04" I12)16 2-PLY, EMBED 4" O LUGI-2 2260 LG12 2150 BL21.'(5)1/4"x3"Wedge-Da IN And,ors, WOOD UE) 10d (7) - 114 x21/4" TITCN, WOOD (16) 16d oP ID II A-20 2420 DO AL 20 2480 (16) - 10d x 11/2, 1 PLY A LTCRNATL UK OF (2) I ITA20 ACCEPTABLE 1181 - It dxl'1/2, 1 PLY ALTERNATE USE OF(2)1IUA-20 ACCEPTABLE MUGTl5+ 4175 MGT+ 3965 (1)5/8"A3.R. IN HIGH S1 RtNGiH EPDXY (MI "EMBED), (22)10dID WOOD) (1)5(8'AT.)I:.IN HI6H SI NENG1H 6P0%Y (MIN. 12" EMBED), (22)10d 10 WOOD HU012+ 9790 HG12+ I0980 WOOD(8) 10d, MASONRY(2) 3/4°A.1.R (2)3/4 A.1H. IN IIIGII SIRLNG111 EPDXY (MIN. 12" LIMBED), 116110d 10 WOOD 7UG13+ 9860 HG13+ 10530 WOOD(fl) 10d, MASONRY (2) 314"A.1.11 (2)3/41A1R. IN IIIGI I SI RLNGI I I EPDXY (MIN. 12" EMBED), 1161 j0d10W000 y✓` 7UG 1 -3 3525 LGI3 SDQ.5 3285 CONC(4)3/8 'W$"wtA X5cnchors, WOOD (12) W525 (12)SD$1/4x3'TOGIRDER, 14)3/8'X5TITEN I OTO WALL LPIA 1510PARA LLCLTOWALL 1470 PLRPLNDICULARIO WAUL LIA2 1210PARALLLVOWALL 1210 PLRPENDICULAR 10 WAµ (10)10dx 11/2"(10)lOdxl l/2^ - MUGTI5 4175 VGT 4940 (1)5/8" A I R IN HIGH SI HENGI H EPDXY (MIN .12"EMBED),(4)10d IOP/(6)10d FACL/(12) Im BACK OF I RUSS (1)5/B AIH IN HIGH 51 NENGI H EPDXY (MIN. 12" EMBEO),(16) SOS 1/4x3 HUGI` 7185 (2)VG1 7185 (2)5/8"AIR IN I IIGI I SI RLNGI I I EPDXY (MIN. 12"LMULD),(8)IUd (2)5/81 IN I IIGI 15I RGNGT I I EPDXY (MIN. 12" EMBED), 132)SM 1/4x3 MI 12 1195 MIS-12 1000 (14)10dx 11/2,(14)10d (14) 10d',X 11/2' I I1W 16 1260 II15-16 1150 (16) 10dX11(2r, 116) 10d (16)I0d,X11/2" - InW2D 1530 II1520 1450 (24) 10d% 11/21', 120) 10d (24)WX11/2' I ITW 24 1530 [ITS-24 1450 (24)IDd X 11/2", (20) 10d (24) 10 11/2 EST 12— 930 LS1A 1211 925 (10)Iw (10112 DA A. 19, IDS I51 A-18+r 1235 (14)IDd (14)1Dd MS1A-18— 1310 MSI A-1811 1315 (14)1Dd (14)1Dd MS1A-24- 1640 MSI A-24++ 1640 (18)iod (18)Iod ,n MSTA-3O+ 2065 MSTA-30+ 2050 (22)10d (22)10d Q� MSIA-36++ 2065 MS1 A-36++ 2050 (26)10d (26)10 H KS11236 3890 MSI I-36 490D (36)10d%11/2"- (36)10d X 11/2" KlSI248 5140 .MST I-48 5065 (48)10d X11/2'' (48)10d %11/Z' LETAb 1210 116 950 (16)Sdx11/2",(16)8d) - (8)8d1 FLAT ES, 18) 8610 S1 UDS SPT24 1030 SP4 885 (6) 10d1O STUDS(6)IIHIOPIAIL (6)10d 114/2"TOSIUDS- MP34 SIS IN Fl i116U% 6 - A34 5151N F1 160% 48d x11210 BLAM 4Rtlx112"1UP051 ) / .O / 4Hdrc ) 12"10 BLAM 4Hdx1121UPUS1 /, .(1 /1 I IHCP2 800 IICP2 645 (10)10dk 11/2 TO TRUSS, (10) 10d X 11/2"TO PLATE (12) 10d X 11/; RT16A 1380 1BEA, 1140 (9)10d x11/2 101 RUSS,(8) 10d% 11/2`10 FLAIL (18)10d X 11/2' MUGTl5&PIID44 4ll5 VGT&IADU4 4565 2810dTO 1 RUSS 10 WS3 WOOD SCREWSIO P051 58"1 HREADLD ROD 1 .I 1 W/ / 16-SD ( ) 14"x3 TO WOOD 10'-SOS / ( ) 9x112°W 1HREAOEO / /.'.'l/ ROD, (2) NUT S/WASHEN/1 PLY ' MUG115&PHNA 4175 VG1&11 4940 (28110d TOIRUSS,(10) WEB WOOD SCRLWSIO POSI W/5/8"11.IRLADLDROU (16)-SD1/4"k3TO WOOD, (3)-3/4 I UD BOL15 vyJlIINL1IUEDAOD, (2)NU1S/WASI IER/2PLY PAU44 2535 6775 ABU 442 2200 6665 (1)5/8"ATR INIIIGII STRENGTH EPDXY, (MIN . 7" EMBED) INCONC., 112) 16d TOW OD (115/8"A.T.R. IN IIIGII STRENGTH EP %Y,(MIN. T' EMBED)INCONC„(12)16d TOWOOD PAUG6 2380 16005 ABU 682 2300 12000 (1)5/8"ASR IN IIIGI I STRENGTI I LPO%Y,(MINJ" EMBED) INCONC,(12)16tl TOW OD (1)5/8 T, R. IN HIGI I STRENGTH EPC %Y,(MIN.: T' VARIED.)INCONC„(12)16d TOWOOD LTS19 +++ 1205 LTT19 «+ 1340 (1)3/4"A1R IN HIGH 5I RENGI H EPDXY, (MIN. 2" EMBED) IN CONIC,(e)IC, 1U WO U (1)3/4 .T.R. IN HIGH Si RENG1 H LPC %Y,.(MINJ" IIMBEDI INCUNC, ISIEOd10W00D. N LT5208 +wF 1100 LTT20B+++ 1500 134"A1R IN HIGH S1 RLNGI H EPDXY (MIN. IN CONE 1010d x 1-111O WOOD ) / ( ,1 } / 112 ( /( T.R.INHIGH 51 RENS1'H EP %Y MIN.]" MBEU INCO 4 I NC.,(30)30d, OW000 0 H1145 4160 H1'4 4235 158"A1 R IN IIIGII STRLNGIII EPDXY MIN. 7" EMBED) INCUNC. 18 66X21 158 1.R.ANIIIGI I 51 RLNGlII EPDXY 7.17.)"LMBLD INCONC. 2616d%212" 2 II1145 5005 Ill 1 5 5090 158"ATR IN IIIGII STRENGTH EPDXY MIN. T'CMBC INCONC 2616d X21 " I) / I 1 .( ) /, 158 (1 / T.R. IN IIGH STRENGTH EPDXY MIN."LMBLD INCO ( .) NC., 26116d %21/2" a UPIIDll+ 14395 1111DQ11 SUS 2.5+ 11810 (1)1'A,T.R, IN HIGH STRENGTH EPDXY, (MIN1 0"E1013EU)IN CONE 124)WS3 WOO SCREWS 11)1 A R. IN HIGH STRENGTH EPDXY, (MIN. 10"EMBEO)INCONC., (24)SUS Y. x2'h"WOOUSCHEWS PHUSA 65 25 IiD]B 6646 1 5 8 A.B.N HIGH SISLNGTH EPDXY MINT' LMBLD INCONC. I4 W WO (1 / - .1 ( ) 53 OU LWS 1 > 8 ( ) / 1 .B. IN IIIGII SIRLNG111 EPDXY P (MIN. EMBED. INC N ,1 ) GOING, (3)3/4 SIUD BOL1510 WOOD IDX8 7870 (1)7/8"AB IN IIIGI I STRENGTII EPDXY, (MIN. 7;; IMBED) IN CONE, 13) 7/8"STUD I LTSTOWOOD NFIN35%13U 15H0 ]130 MBHA 3 56/11.25 34]5 5330 (1)1/2"'1 BOLTW MIN b"EMBED &:NOT LESS TDAN 4" FROM CW COFCONC W�3/)1"DIA ITW RAMSCT/RCDI ICAO DVNq e0L1 $LLLVL ANCI IOR OR LOW /MIN S"LMBLD INSIALLLD IN FACL. (14)ldd All 1U151 1113/4" LPO%Y, T.R. IN IIIGII STRENGTIICPO%Y,(MIN:6.]IS"EMBEDIMENT)IN IN 6.75'LMBLUMLNI)IN _. C.M.U. TOP, (1)3/4"A,TA(N HIGI I STRENGTII M.LL FAO-, 11811Od 10 BEAM h IIU54121F 3060 2]ID (100%) IWSC412 (WOOD) 3635 2G60 (100%I' (10) 16d 10 HEADER, 15d 10WOOD j I 1O16d1OHEADEN ( 1 SU16tl1OWW ,f ) 3325(125%) 32651125%1 w O IID4101F(CMU) 1950 5000 HUC410 (CMU) 1800 4500 (1811/4""x3 WS3SOgEWS,(10)IDd TO WOOD. USP (20) 3116"TAPPER+,(10) 10d TO WOOD 1811/4 23/4..TITCN I9 PER FLANGEi - TO CMU, (10) 10d TO WOOD: - = ( 1{p2i0-21F EMD) 1950 SUUU HUC210-2 ICMU) 1900 4500 (1811/4-' .3° WS3 SCREWS, 10) 10d TO - W ODD. USV.12013/16"° 1 APPLR+, (10) 10d TO WOOD 11811/4 x23/4 TITEN(9 PER FIANGI) I� - TO CMU,(10) 10d TO. WOOD: IIU210-31F ICMU) 1950 5000 I IUC210-3 (CMU) 1800 "4500 (18)1/4" ." x 3 ° WS3 SCREWS, (10110d 10 WOOD. USP 2U3/16""1 APPLN+, (10) 10d WUUU I I3811/4 23/4'I11LN (9 PER FLANGE IOCMU, 110110d10 WOOD: LGUM26-2 2125 60b5 LGUM26-27- 143D _ 5595 (4)318"X4"Wedge-Bolt+ Anchors, WOOD (4) WS3 WOODSCRGWS : (4)3/8 x 4 TITCN IIDANCI IORS(2PER �INGCI TO CME, (411/4X 2-1/2 SDSSCRCWSTO WOOD I 1A 3.1 I I—_ c0 In I L9�! CJ3 i 1 A CJ5 = 11 II 11 O O m of 0 z O O Q sfi a-''1' �. XG f,. D2 1 —__� II r':y 1p CJ1A o 1A 3.1 ED c) e— U U U 11 TT* IIJ7 11 jII n CJ1 u u u u u n _==mw CJ3 c II I II II II r• I EJ7A 1111-4 11 11 11 11 1 f1 A14G Al 3.1 l -__ -- — ----- 1A xx PRE -FABRICATED ROOF TRUSSES @ 24" O.G. MAX. I I I I 7177 __�_—_—� I I I I I I w — — — — —— Q I I I I I I I I I I I 2"x54„ I I TTIC a IyACCESS I I I I I AS Q II I I I I — — — — w=A11 P 1A 1A L 1A 9< 3.1 3.1 C1GE — 7 8 FRAMING PLAN SCALE: 1/4" = V-0" = A15 \ / A16\ R1GI I 7 8 3.tA 531R 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLOIRIDA32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 Y r �7 w �f 0. �a 6� 11 1 q H� dsi 1 1 fD f l CREEKSIDE LOT #50 ss� N uv ROJECT# ;1 0pp4q•T�3g21}.200 050R1 �R,A 4AEL: 4EBB 171828-CALI" GA�AGt'E SWINGE: RIGHT AG%E: FRAMING PLAN 16 0 PTT V�qD AI' CHil , Ly k' STATE OF FL0Fffr7r-E,1 is 4 l�• ' / II � 1 C OCT 2 2 �1(119 J V MI K"FISE - Z .. ANDERSON P'1 CALL: 1 /4"=1' — 0" SHEET ICJ 3 - ENGINEERED TRUSSE PLYWOOD SHEATHING, SEE MIT SHOP "ROOF/WALUFLOOR SUBMIT DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE" PLYWOOD SHEATHING, SEE 2 USP HTA16 TRUSS ANCHOR ) ` "ROOF/WALL/FLOOR( WITH (9) 10d x 1 1/2" NAILS TO SHEATHING TRUSS EA. PROVIDE 4" MINIMUM NOTE: FOR (A) W/ SINGLE FASTENER SCHEDULE" CONCRETE EMBEDMENT. DBL PLY, A PT SYP #22"X6"X4'-0" A-(1)USP HTA16 TRUSS ANCHOR WITH (9) STRAP, 1 EACH SIDE WRAPS UP MAY BE ADDED W/ 10d 1Od x 1 112" TO TRUSS. FL#17680 AND OVER TRUSS (NOT NAILS, 2 ROWS, 3 O/C TO B-(2) USP HTA16 TRUSS ANCHOR WITH (9) SHOWN) ;. FACILITATE 2-PLY FL 17 10d x 1 1/2 TO TRUSS EA STRAP. # 680 USED IN CONJUNCTION WITH CONNECTOR. DBL STRAP, 1 EACH SIDE WRAPS UP AND HEAVY UPLIFT CONNECTOR OVER TRUSS (NOT SHOWN) FL#17680 (A) USP LUGT2 W/ (5) 1/4"x3" POWERS 1x2, 2x WOOD FASCIA WEDGE BOLT& (16) 16 GALV. NAILS TO SEE ARCHITECTURAL TRUSS (2PLY) #FL17240 (NOT SHOWN) 2x SECURED W/ (B) USP RFUS STEEL CONNECTOR WITH (4) AILS. ENGINEERED WOOD NAILS GALV. COMMON N 3/4"x6" WEDGE BOLTS AND 1 x2 SECURED W/ 10d TRUSSES @ 24" 0/0, lx2, 2x',WOOD FASCIA (12) WS3 SCREWS FL#6223 GALV. COMMON NAILS SUBMIT SHOP DRAWINGS SEE ARCHITECTURAL 12" O/C FOR REVIEW 2x SECURED W/(3) 16d- AND APPROVAL GALV. COMMON NAILS. IF 4 BOLTS ARE USED 1x2 SECURED W/ 10d M SONRY BOND ENSURE THAT CELLS ARE GROUTED GALV. COMMON NAILS B AM SOLID, 8" EACH WAY OF BOLTS MASONRY BOND BEAM 12" O/C S E SCHEDULE SEE SCHEDULE A ALLOWABLE UPLIFT - :3980 LBS, LA785 LBS (2PLY) A ALLOWABLE UPLIFT = U'1870 LBS, L:710LBS (1 STRAP) B ALLOWABLE UPLIFT -:9000 LBS, L f310 LBS (4 WEDGE BOLTS IN RFUS) B ALLOWABLE UPLIFT = U:2430 LBS. L:1310LBS (2 STRAPS) i TYPICAL TRUSS/ 1 a 1 b sCALE:3/4"=,'_o" TYPICAL ROOF GIRDER CONNECTORS) 2a 2b SCALE- 3/4"=,'-0" �1 GIRDER Co 4 NOT USED CH DEPTH 1/4`D HOLE EDGE>5/8 HOLE DIAMETER <2/5'D SGL. STUD DIVA • BTM.- PLATE STUD NOTCHING AND BORING LIMITS 8 SCALE: 1 1 /2"=1'-0" HOLE DIAMETER <3/5`D DBL. STUD 6'4" MAX (W/1 X4) OR 10'-0" MAX (W/2X4) lz # 1175 UPLIFT USP - HTWM20 W/101OdTO TRUSS AND (4) 1/4" x 21/4" TAPCONS TO CONT POURED LINTEL # 1900 UPLIFT (2) USP HTWM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/1010d TO TRUSS AND (4) 1/4"x21/4" TAPCONS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TAP CONS MIN- 2" COVER 2"APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 1x4 DIAGONAL BTM.CHORD BRACING; SEE PLAN FOR LOCATION MAY NOT BE REQUIRED BTM. CHORD OF WOOD ROOF TRUSSES 1 x4 BTM. CHORD BRACING 6' 0" O/C END WALL OR OTHER MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF 10'-0" O/C MAXSECURED W/ (2) 10d DEPICTED SEE PLAN COMMON NAIL'S AT EACH CHORD INTERSECTION c BTM. CHORD `BRACING V SCALE: 3/4"=V-0" 10 NOT USED SCALE: 3/4"=V-0" (2) 2X4 No.2 SYP DIAG. BRACE W/ (3) 12d @ EA. TRUSS (DIAG. BRACE TO COVER 5 TRUSSES) 0'-0" TO 30'-0" (1) "X" BRACE 30'-l" TO 60'-0 (3) 'X" BRACE (1) "X" BRACE @ CENTER (2) "X" BRACE DIVIDED EQUALLY FROM CENTER TO END. 2x WOOD FASCIA, SEE ARCHITECTURAL PRE-ENG GABLE TRUSS STIFFBACK (AS PER TRUSS ENG) SEE SCHEDULE FOR BOND BEAM REQ. 2 4 BLOCKING BETWEEN TRUSSES WHERE X-BRACING IS PRESENT AT 4'LO" O.C. (AT SHEATHING SEAMS) SECURE 2x8 PT. PLATE TO BLK W/ 1/2" DIA. ANCHOR BOLT W/ 2" WASHER SET IN HIGH STRENGTH EPDXY 6" MIN. EMBED. AT 32" OC MAX. SECURE GABLE TO2x8 P.T. PLATE W/ 12d's 8" O.C. MAX CONT. 2x4 SECURED W/ (2)10d's @ EACH TRUSS TO BE INSTALLED @ 10'-0" O.C. MAX. aBLOCK WALL W/ GABLE END PRE-ENG�D TRUSS scALE:3/a"-,'-o" THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F, AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A USP RT16A (FL#17236) OR LUGT2 (FL#,7240). ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME, FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F1 AND F2 FORCES. ALTERNATE MATERIALS 551 S. APOLLO BLVD., SUITE 202 VIELBOURNE, FLdRIDA32901 PH: 321-862-3591 www.abdesigngroup.com AA #7 000332.E 1 VA k� O 7�h Ir4 u H q h �j F;I �3 y < M :• CREEIISIDE NJ LOT #50 PROJECT 04321200 05ORI ODEL: 4EBB "1828—CALI" r: 1AGE SWING: 7, RIGHT .,GE: DETAILS 60 MPH EXP. ARCHITECT- STATE OF FLORIDA OCT 2 2 2019 CHAEL C. A 6&WN v ti AR NO 17305 E NT10 18 19 TE• / / SCALE:1/4 =1' - 0" SHEET S3.IA. PRE-ENG GABLE TRUSS— I 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0' O.C. (AT SHEATHINGSEAMS) (BLOCKING' NOT SHOWN FOR CLARITY) 2X4 DIAGONAL BTM. CHORD BRACING. SEE PLAN FOR LOCATION SECURE 2x6 PT PLATE TO BLK-- W/'1t " DIA. ANCHOR BOLT W/2" WAS' ER SET IN HIGH STRENGTH EPDXY 6' MIN. EMBED. AT 32" OC'('.; SECURE GABLE TO2x8P.T. PLATE W/ 12a s cs 0.0MAX PRE-ENG'D WOOD TRUSS (TYP) @"24" O.C. MAX a — FOR STRAPPING VERIFY W/ TRUSS PLAN CONC. POURED LINTEL COURSE CONT. 2x4 SECURED W/ (2) 10d's @EACH TRUSS TO BE INSTALLED @ 10'-0"O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL SCALE: 3/4"=V-0" a 551 S. APOLLO BLVD., SUI E 202 t MELBOURNE,,!FLORIDA 32901 PH: 321-802-3591 p, www.abdesigngroup.com AA #: 0003325 1 77 YV: LOT: C� CREEKSIDE LOT #50 I OJECT# 04321.200 050R1 4EBB "1828—CALI" �'=, -' AGE SVfMG: RIGHT PAGE: 1 DETAILS r� T S'A.. P. ,N- .�' B11%,. a1S' STATE OF -'OCT 2 2 W HAEL C.ANDERSON AM NO IMM9 X-ZRI iTT DATE: 10/18/19 SCALE: 1/4"=1'-0" SHEET S3.11 2x4 BLOCKING BETWEEN TRUSSES (2) 2X4 No.2 SYP DIAG. WHERE X-BRACING IS PRESENT AT BRACE W/ (3) 12d @ EA. 4'-0" O.C. (AT SHEATHING SEAMS) — TRUSS (DIAG. BRACE TO COVER 5 TRUSSES) U-0" TO 30'-0" (1) "X" BRACE 30'-l" TO 60.0 (3) X' BRACE PRE-ENG GABLE TRUSS (1) "X" BRACE @CENTER (2) "X" BRACE DIVIDED EQUALLY STIFFBACK AT ALL 2x FROM CENTER TO END. UPRIGHTS OVER 4'-10�HIGH (AS PER TRUSS ENG) PLYWOOD SHEATHING, SEE "ROOF/WALUFLOOR SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR - DETAIL FOR STRAPPING INFO. 1x2, 2x WOOD FASCIAWFOR CONNECTION PER SEE ARCHITECTURALTRUSS MFG, 2x SECURED W/ (3) 16dZENGINEERED WOOD GALV. COMMON NAILS.SES @ 24" O/C, lx2 SECURED W/ 10dIT SHOP DRAWINGS GALV. COMMON NAILSREVIEW CONT. 2x4 RAT RUN 12" O/CTTAPPROVAL SECURED W/ (2) 12d's @ MASONRY BOND BEAM EACH TRUSS SEE SCHEDULE GABLE END PRE-ENG'D TRUSS W1 HIP RETURN SCALE 3/4"=1 a PRE-ENGIKIP P:p VALLEY TRUSS CONNECTION bUALE: N.1,S. 551S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA32901 PH: 321-802-3591 www.abdesigngroup.com a PAY": ". 000332E @`r e SUHDIV. & LOT- CREEKSIDE LOT #50 P PROJECT# 04321.200 050R1 MODEL: 4EBB "1828-CALI" '. AGE SWING: t-; RIGHT ]PAGE: DE AILS 6- 60 MPH EXP. C ARCHfTECT STATE OF FLORIDA `-OCT 2 2 2010 MI HAEL C. ANDERSON AR NO 17305 PRINT DATE: 10 18 19 SCALE: 1 /4"=1' — 0' SHEET S3.IC 3O� D O O O cc] GABLE - END e HIP ROOF X---X- ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-10 ZONE 1 = 23.79 PSF (33.79) ZONE 2 a 39.48 PSF (49.48) ZONE 3 - 67.16 PSF (77.16) "A"= 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH WIND EXPOSURE: "C" RISK CATAGORY:11 APPLICABLE INTERNAL PRESSURE COEFFICIENT +- 0.18 ROOF DIAPHRAGM F FOR ASPHALT SHINGLE. ROOF, USE MIN 7/16 O.S-B. OR 1/2" CDX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE ROOF/ WALL/ FLOOR ti MIN. 5/8 CDX EXT. PLYWOOD, WITH 8d RING I? SHANK GUN NAILS AT 4" O.C. AT SUPPORTED SHEATHING PANEL EDGES AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS- SEE FASTENER SCHEDULE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 8d GUN NAILS C@ 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE NAIL SCHEDULE END. ;T F SIZE TYPE MIN. LENGTH MIN. DIA. SHANK TENSILE STR. SHANK 8d RING SHANK, 2 1/2" ®.120" 170,000 RING (16-20 RINGS SCREW SHANK PER INCH) 8d SCREW SHANK 2 1/2" 0.120" PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 TOP CORD BLOCKING AT 4' 2. INTERNATIONAL STAPE, NAIL & TOOL O.C. MAX. IN FIRST FRAMING ASSOCIATION (ISANTA) ESR 1539 SPACES AT EACH END. RAFTER OR TRUSS =� ROOF SHEATHING: e EXTERIOR SHEATHING US `1/2" CDf, OR 7/16" O.S:B. PLY WITH 8d RING SHANK GUN, NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4 O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" Q`C. AT INTERMEDIATE SUPPORTS OR 7/t_6" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. 8d RING FINK GUN NAILS @ 4^0 C BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING MPRE GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TOASTM C33. MAXIMUM AGGREGATE SIZE SHALL BE3/4". STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE 6% AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER WOOD: NON -BEARING WOOD WALLS TOP PLATES &STUDS CAN BE SPF. AR HITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN - O WINGS. APPLICABLE. BUILDING CODE STANDARDS: FBC-R 2017, 6th EDITION ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3W. ALL WOOD FOR BEAMS, BEARING WALLS; SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, - ACI 1814, BUILD NG CODE REQUIREMENTS CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO, 2 OR BETTER. Fb = 1100 PSI AND A MODULUS OF - FORI STRUCTURAL CONCRETE, ACI 530 13/ASCE 5-13 AISI SPECIFICATION FOR THE DESIGN OF PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON ELASTICITY = 1,400,000 PSI. ALL WOOD iN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE DOLb-FORMED STEEL STRUCTURAL MEMBERS 2011,.ASIDEDRAWINGS. 7-10 AND SPECIFICATIONS SEAMS LAPPED 61NCHES AND SEALED WITH ADHESIVE TAPE. PRESSURE TREATED, PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FORNON-STRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM. ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORMWORK: CORROBORATE TETRAHEDRAL (DOT). WOOD. FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK,. SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXC�PT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347, W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES,. AVOID BUYING TREATED LUMBER THAT. "RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN IW OF HEARTWOOD. ALL'DIMENSIONS AND ONDITIONS.MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS: FOLLOW V�RITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2017, 6th EDITION. SEE NAILING SCHEDULE ON PLANS, TO THE ATTENTION O�THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART. WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF I HE WORK. 'I - ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL.DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2X STRUCTURAL LUMBER F T , THE STRUCTURE IS DESIGNED TO 8E SELF SUPPORTING AND STABLE AFTER THE BUILDING ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAYBE REQUIRED BUT ARE BY OTHERS. SYP #2. IS COMPLETE. IT 1S THE CONTRACTOR'S- RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES UENCES TO INSURE SAFETY: OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH' AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DUNG ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY B�ACING, GUYS OR TIE -DOWNS. WELDED WIRE MESH, SHALL. BE ASTM A185, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI WOOD TRUSSES: TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE THE CONTRACTOR SHALL SUPPLEMENT THE. MINIMUM REQUIRED FOUNDATION AND SITE, PREPARATION SUPPORTED WITH 2" CHAIRS SPACED T-0' OC, EACH WAY. TO. BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE "NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS" BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. SEALED BY A PROFESSIONAL ENGINEER. REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036" AND BE MANUFACTURED FROM STEEL TO WORKPERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A615 GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 MEETING THE REQUIREMENTS OF ASTM A446, GRADE A, AND SHALL BE. HOT -DIPPED GALVANIZED. GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE DE IGN LOADS:! IN DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. W/ THE TYPICAL BENDING DIAGRAM AND PLACING DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "TPI/WTCA BCSI 1" ROOF: LIVE LOAD �.. FLOOR: LIVE LOAD 40 psf AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED 20 psf TOP CHORD -noR�concurrent REVIEW. WOOD TRUSSES. TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR 36" 10 psf BTM CHORD nori-concurrent #5 BAR - 30" #7 BAR 42" TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 36" x 36" CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD - DEAD LOAD FOR ADDITIONAL INFORMATION INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI :A58.1 1982.. 15 pef TOP CHORD 20 psf TOP CHORD ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, (7 psf w/ ASPHALT SHINGLES) (10.psf whNO GYPCRETE) (7 I LINTEL SUPPORTING THE ALL AT THE TOP AND ITH THICKENED SLAB, BEAM OR L W HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 10 psf BTM CHORD 5 psf BTM CHORD W BEAD LOAD TO RESIST WIND UPLIFT. 10psf MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE H�IIEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 psf WALL.. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 psf LAPPED AT SPLICES AND AROUND CORNERS,. DOWEL ROOF FLOOR LAYOUTS PROVIDED WIN DEAD LOAD SPEED =160 MPH 3- SECOND GUST RUN REINFORCING BARS CONTINUOUSLY &. ON THESE PLANS ARE. TO BE USED AS A GUIDE FOR BEARING - E 7-1 FB R2 17 EXPOSURE RE. C RISK CATEGORY II ASCE 0 ( C 0 ) OUT ) INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. I DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LfV.. LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10psf, UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES. FROM THESE LAYOUTS THAT STORAGE: 20psf, HABITABLE AND ATTICS SERVED WITHsf, .FIXED STAIRS: 30 BALCONIES EXTERIOR p ' (EXTERIOR) p0 NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS. CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE -p AND! PECKS: 40psf, GUARDS AND HANDRAILS: 200psf, GUARD IN FILL COMPONENTS:50psf,.PASSENGER WITHOUT THE APPROVAL THE ENGINEER. - STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES:50psf, ROOMS OTHER THAN SLEEPING ROOM:40psf SLEEPING ROOMS: 30psf,:STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION PLAN SHOWING COMPONENT LAYOUT. 40psf MASONRY; SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA. MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (ACI 530/ ASCE 5/TIMS 402, BUILDING CODE REQUIREMENTS FOR THE HURRICANE SPECIFIED WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE THE DESIGNING INTENT D BY THE MASONRY STANDARDS JOINT COMMITTEE S HECOMMITTEE. PUBLISHED SCHEDTRAPSULE, CHANGE CONSTRUCTIONSCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS OF THE CONTRACT DOCUMENTSAIT SHALL BE THE RESPONSIBILITY' OF THE CONTRACTOR TO VERIFY PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY; LENGTH, ELEVATIONS, DIMENSIONS, ETC. -.-_ ALL BLOCK WALLS SHALL BE TWO CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE fm =. 1500 PSI. BLOCK SHALL BE PLACED USING MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE OF THE DELEGATED TRUSS:ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING. BOND UNLESS OTHERWISE NOTED. LAY-UP ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE. PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS. SHALL COMPLY WITH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "USP STRUCTURAL DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLE- OTHERWISE.,SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8 CONNECTORS" BY USP, OR EQUAL UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE TO CONSOLIDATE GROUT. LATEST CATALOG: FOUNDATION/ SITE PREPARATION: E TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL - FOOTINGS WERE DESIGNED FOR. AN ALLOWABLE SOIL BEARING PRESSURE OF 20D0 psf, FOOTING • w, -; - M PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LE ST 95 % OF THE .«SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED.. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO m MODIFIED PROCTOR MAXIMUM. DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM - EAT`Att � TO BE FILLED. �°'` •' """'^ SOIL FOR TERMITE PROTECTION. THEIOWNER. SHALL RETAIN THE SERVICES OF AN INDEPENDENT CEO -TECHNICAL ENGINEER TO VERIFY `' ''FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS.AND/OR VERTICAL SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE '= REINFORCING. GEO TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE-COMPACTED.AND RETESTED ATTHE' CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION"I HAT THE ; -LAP_ VERTICAL REBAR•6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN LL MET SHALL STJCTU RAL STEEL' BE MADE BY THE GEO-TECH. ENGINEER, THE MATERIAL, FABRICATION, AND. ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE CONCRETE: SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, CO METE SHALL ACHIEVE MINIMUM 28 D 51VE STRENGTHS AS FOLLOWS• 9TH EDITION, BY THE AMERICAN'INSTITUTE .OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM AY A36, Fy = 36 ksi FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A-500, GRADE B, ' - Fy = 46 ksi. STRUCTURAL PIPE SHALL BE ASTM-53, GRADE B, TYPE E OR S, Fy = 35 ksi. TUBE AND PIPE 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. i 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS. WITH DOUBLE -NUT LEVELING. ALL CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO OTHER BOLTS SHALL BE ASTM A325-N BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL CON II RETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5" +1- PRIOR TO THE ADDITION OF PLASTICIZER. BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. CONCRETE SHALL COMPLY. WITH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C-94 OR MEASURING, MIXING, TRANSPORTING, ETC. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL, CONCRETE TICKETS SHALL'. BE TIME -STAMPED WHEN. CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS - ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE. SHALL NOT BE PLACED, IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE. OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE. REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS, A. 3 FOR CONCRETE CAST AGAINSTAND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS)'. B. FOR. CONCRETE EXPOSED TO EARTH AND/OR WEATHER'. 1-1/2" FOR #5 AND SMALLER 2" FOR #6 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 314" FOR SLABS, WALLS AND JOISTS 1-1/2" FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS TOP & BOTTOM EDGES - : U) ¢� Z LU ?Q C ` O Lu ud H_iNU SH UUANK' ` N NAILS Z @J d 6" O.C. IN FIELD Q U 'v 2 O w C7 ; e J z t Q Ab _ z 0 . W. I. Z Lu Z TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING (OIS.B. 01: TO BE STRUCTURAL GRADE) LLI =, Z . Z = (3 Q Q U ., co O Z Z U) z W U z Z� w = LU Z .I m Y I= (7 T p U) W (1) Z @J U� Lu UC Bd RING SHANK GUN NAILS @ 12" O.C. IN c0 � Q _ U H U FIELD or 8d x 2 1/2" SCREW SHANK U) O PNEUMATIC SCREW -NAILS Ca 12" O. N -;� °O ,' :Q LU FIELD Z o co a . . TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBEF FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLICATION S RE TYPE SPACING REMARKS APPLICATION SITE TYPE SPACING. REMARKS - 1 x2 PT FURRING TO CASE HARDENED COIL 8" O/c GARAGE DOOR BUCK 1/4" DIA. TAPCON MASONRY 1 12" EMBED.,. 4" END DIST., MASONRY/CONC. NAIL 1 112' LONG. TO MASONRY/GONG NO WASHER FASTENER 8" O/C 1 1/2" EDGE DIST. SOD, AL. EXT. DOORS CASE HARDENED COIL 9' O/C WINDOW/DOOR/ FASTENED GARAGE DOOR BUCK 12" DIA. W/ 4" EMBED. 4" END DIST. ix PT, SEE NOTE 6 NAIL 1 112" LONG STAGGERED INTO MASONRY/CONO. TO MASONRY/GONG WASHER EXPANSION BOLT 24" O/C 3• EDGE DIST. WINDOW BUCK :CASE HARDENED CQIL 91 oic WINDOW/DOOR/FASTENED METAL STRAP TO C NTACT THIS(�ENGINEER FOR SPACING 1x PT, SEE NOTE NAIL 11/2"LONGY": ',. STAGGERED INTO MASONRY/CONC. MASONRY/.CONIC. ". REQUIREMENTS fl EXT. SWING DOOR (2) 3/16-DIA. "TAPC}N" 18.0/C 1 1/2' EMBED, 8" ENO.: NON -BEARING WOOD 1/2"' EXPANSION V EMBED. VEND BUCK 2x PT, SEE NOTE 6 NO WASHER FASTN R DIST., 1.1/2'EDGE DIST. WALL TO CONC. SLAB W/ WASHER BOLT 24" O/C DIST., 3" EDGE DIST. 2x PT WINDOW BUCK 0.138^PAF x 21B 9" O/C 4" END. DIST., 1 12" - PT TO STEEL COL., SEE w/ WASHER .. - STAGGERED EDGE DISC ' NOTES S NOTES 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2 FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND /OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED II 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN ALL BE THE STRICTER REQUIREMENT F THEN FOR THE BUCKS K H QU O OA OR THE SPACING DETAILED AB VE 5. FASTENER SPACING O UG S 5 G O 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. 1x MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA32901 PH: 321-802-3591 www.abdesigngroup.com AA #. 0003325 1— �RL�dI de LOT: CREEKSIDE LOT #50 ROJECT# 04321.200 050R1 a CDEI • 4EBB "1828-CALI" GARAGE SWING: RIGHT r DETAILS , BQ MPH ESP" C AH1, H I F ' STATE QF F _r 0ZT222019 IICHAEL C. ANDERSON `y£� 10/18/19 SCAT :1/4" V-0" MILLI A*-%